ITB-2019-0502_Addendum_No._1_7.18.19.pdf

City of Casselberry | Procurement Division 95 Triplet Lake Drive, Casselberry, Florida 32707

Phone: 407-262-7700, Ext. 1142 | procurement@casselberry.org

ITB-2019-0502 PW 1708 Howell Park Water Treatment Plan Rehab

Addendum No. 1

PUR-F-212 5/2019 1

DATE: July 18, 2019

TO: All Bidders/Proposers

FROM: Rhonda Ulmer

City of Casselberry Procurement Division

SUBJECT: ITB-2019-0502 PW 1708 Howell Park Water Treatment Plant Rehab

This addendum is issued to provide additional information, clarification, corrections, additions, deletions and/or answers to questions concerning the above referenced solicitation. All information provided in this addendum is incorporated into the solicitation document as set forth therein. All other terms and conditions of the solicitation have been maintained as originally distributed. This addendum supersedes any verbal and/or other instructions given to any bidder pursuant to the requirements set forth in the solicitation document.

I. DUE DATE

This Addendum does not change the solicitation due date. As such, the solicitation response is due no later than Tuesday, August 6, 2019 at 2:00 p.m. Local Time.

II. QUESTIONS AND ANSWERS (Q&A)

The City has received the following question(s) concerning the solicitation:

Q1: Can you please confirm which permits and fees required for this project and which are the responsibility of the Contractor?

A1: The Engineer (CPH, Inc.) is responsible for assisting the City with the FDEP water and wastewater permits. The Contractor is responsible for any permitting that is required pertaining to the relocation of the Convault fuel tank from the South Water Treatment Plant to the Howell Park Water Treatment Plant. The contractor is responsible for obtaining City building permits as needed for work to be performed under this agreement. Any City building permits required will not be subject to an application fee.

Q2: Under Draft Agreement, Article 7 of the Contract, 3.02, Can you please clarify this is correct?

A2: The intention of this paragraph is to emphasize that there is no incentive for early completion.

Q3: Under Draft Agreement, Article 4, Contract Sum, Can a line item be added to the Bid Price

Schedule to show the amount?

A3: Regarding the DRAFT SAMPLE AGREEMENT - Please delete text “including 10% contingency”.

Any contingency required by change order is required to go to City Commission. A line item to the Bid Price Schedule is not permitted as requested.

Q4: Are we required to participate in the Purchasing Card Program? Can you clarify Section 4.18, Purchasing Card Program?

mailto:procurement@casselberry.org

PUR-F-212 5/2019 2

A4: Section 4.18 Purchasing Card Program will be changed to read as follows: The City of Casselberry offers an e-Payables program to contractors as an optional payment method. This is not a requirement. If the successful Bidder is interested or desires additional information, please indicate in your bid submittal.

Q5: Under Solicitation, Section 4.31 Taxes (City is tax exempt), Does the City intend to do an Owner

Direct Purchase for this Project?

A5: The City does not intend to do an owner direct purchase for this project.

Q6: Under Solicitation, Section 4.45 Split Award, Does the City intend to split this project?

A6: The City will not split this award. Not applicable to this solicitation.

Q7: Can the City add their Utilities Standards & Specifications Manual to the Appendix and upload the document to Vendorlink?

A7: The following City of Casselberry documents, updated as of March 2019, have been uploaded to

Vendorlink, LLC – Utility Standards Manual, List of Approved Products, and Combined Details.

Q8: Regarding Page 14, Section 1.12 B. “Cost”, and D. “Field Testing” of the Bid Specifications, will the construction materials testing and inspection provided by the City be awarded with this solicitation or has it already been awarded?

A8: The Contractor will be responsible for paying for and obtaining materials testing and inspection.

Please refer to attached updated specification Section 01410 – Testing and Testing Laboratory Services, which replaces the original in its entirety.

In addition, Section 01001, 1.12, shall be revised as follows:

B. Cost

1. CONTRACTOR shall employ and pay for the services of an independent testing laboratory to perform testing indicated on contract documents, or at the Owner’s discretion to ensure conformity with the contract documents (See Section 01410).

D. Field Testing

1. CONTRACTOR shall employ and pay for services of an independent testing laboratory to perform testing specifically indicated in the contract documents. Employment of the laboratory shall in no way relieve Contractor's obligations to perform the Work of the Contract. The Contractor shall provide compensation for retesting of all failed tests.

Q9: Since the construction materials testing and inspection is provided by/paid by the City, would the proposal be submitted to the City or as a pass-through to the Contractor?

A9: The Contractor will be responsible for paying for and obtaining materials testing and inspection.

Please refer to attached updated specifications, Section 01410 – Testing and Testing Laboratory Services.

PUR-F-212 5/2019 3

Q10: The specifications call for a workstation crane while the drawings show a monorail. There does not seem to be any mention of capacity of system. If there is a work station can you provide span and length of runway? Can you please clarify?

A10: The Specification Section 14620, Hoists and Cranes, is revised and attached, and supersedes the previous specification. The monorail system shown on the drawings is correct, and will have a capacity of two (2) Tons.

Q11: You mentioned that inspections were done. Can you please provide us with the inspections reports and any photos if they are available?

A11: Please see attached tanks inspections, Howell Park 0.25MG and 0.5MG.

Q12: Is there anything the owner wants to salvage?

A12: Yes. The City would like to salvage the Control Pump Panel and Well No. 1 pump and motor inside the building. The pump electrical will need to be rewired from 240 volt to 480 volt. The hydropneumatic tank should also be salvaged by being removed and relocated on site.

Q13: Who built the tanks? What are their sizes? and When was each tank built?

A13: The tanks were both built by Crom. GST #1 was built in 1973 (250,000 gallon) and GST #2 was built in 1995 (500,000 gallon).

Q14: If we or our subs would like an additional site visit is this possible and if so, who do we contact?

A14: Additional site visits will be provided by appointment only. Site visits must be completed by

Wednesday, July 24, 2019, 1:00 p.m. Please contact Stephen Baggs, Water Production Superintendent, (407) 262-7725, Ext. 1767 or sbaggs@casselberry.org for a site visit appointment.

Q15: I see that the similar project requirements ask for five (5) references. Do the similar projects have any timeline requirements, such as completed in the last five (5) years or current similar projects nearing completion?

A15: The reference form states the following. References from projects that are at substantial completion will be accepted.

III. CHANGES, ADDITIONS AND/OR CLARIFICATIONS

A. The following City of Casselberry documents, revised as of March 2019, have been hereby incorporated into the solicitation and made available as individual documents to be downloaded from Vendorlink, LLC.

mailto:sbaggs@casselberry.org

PUR-F-212 5/2019 4

City of Casselberry Utilities Standards and Specifications Manual

City of Casselberry List of Approved Products

City of Casselberry Combined Details

B. The Specification Section 14620, Hoists and Cranes has been revised and made available as an individual document to be downloaded from Vendorlink, LLC.

CLARIFICATIONS:

N/A

CHANGE NO. 1: QUESTIONS

N/A

IV. SIGN-IN SHEET

V. ATTACHMENTS

PUR-F-212 5/2019 5

Respondents must acknowledge receipt of this Addendum by signing this form below and returning it to the Procurement Division prior to the hour and date specified for receipt of bids/proposals or by including this Addendum with your submittal. Failure to comply may result in disqualification of your response.

Acknowledgment is hereby made of Addendum.

Name of Firm/Company Contact Email

Street Address City, State, Zip Code

Telephone Number Fax Number

Authorized Person Printed Name Authorized Person Title

Authorized Person Signature Date of Signature

01410-1

SECTION 01410

TESTING AND TESTING LABORATORY SERVICES

PART 1 GENERAL

1.01 SECTION INCLUDES

Quality control, quality assurance

1.02 QUALITY CONTROL

A. It is the Contractor's responsibility to perform all work in conformance with the Plans and Specifications. In order to fulfill this responsibility, the Contractor is required to have an approved Quality Control Program, including testing, as part of his Contract work in accordance with the Contract Documents and to submit details of his Program to the Engineer for review and approval prior to commencing any construction operations. The submittal shall include detailed information on locations and number of all tests, etc., that will be necessary for the Contractor to make his own determination that the work is being performed in compliance with the Project requirements.

B. As part of the Contractor's Quality Control Program included as part of his work, the Contractor shall employ and pay for an independent, approved soils testing laboratory to perform testing services outlined in these Contract Documents.

C. The Contractor's Quality Control Program shall include, but not be limited to, the following in addition to the type and frequency of tests as required by the technical specifications:

1. Piping and structural excavation, bedding and backfill materials and density quality control testing

2. Determination of compactive effort needed for compliance with the density requirements.

3. Portland cement concrete and asphalt paving quality control testing including design mix review, materials, field slump and air content, and field and lab cured strength samples and testing.

D. In addition to Quality Control Testing, the Contractor shall be responsible for required testing or approvals for any work (or any part thereof) if laws or regulations of any public body having jurisdiction specifically require testing, inspections or approval. The Contractor shall pay all costs in connection therewith and shall furnish the Engineer the required certificates of inspection, testing or

01410-2 approval. The Contractor shall also be responsible for and shall pay all costs in connection with any inspection or testing required in connection with County or Engineer acceptance of a supplier of materials or equipment proposed to be incorporated into the work.

E. Any design or testing laboratory utilized by the Contractor shall be an independent laboratory acceptable to the County and the Engineer, approved in writing, and complying with the latest edition of the "Recommended Requirements for Independent Laboratory Qualification", published by the American Council of Independent Laboratories.

F. Testing laboratories, whether provided by the County or the Contractor, shall promptly notify the County, Engineer and the Contractor of irregularities or deficiencies of work that are observed during performance of services.

Laboratories shall submit two (2) copies of all reports directly to the County and Engineer and two (2) copies to the Contractor.

1.03 QUALITY ASSURANCE

A. In addition to the services provided by the laboratory paid for by the Contractor as a part of his work, the County, at his sole discretion, may employ an additional independent soils laboratory as part of County's Quality Assurance Program to verify that the work meets the requirements of the Contract Documents. The County furnished Quality Assurance testing may include the type and frequency of tests as required by the technical specifications. The County reserves the right to have additional tests made beyond those specified in the Contract Documents. The Contractor shall cooperate with the County and make the work and samples available for County testing at no additional cost in case the County chooses to have additional County furnished testing performed. It is the sole responsibility of the Contractor to see that his work meets all provisions of the Contract Documents.

B. The Contractor shall cooperate with the soils laboratory personnel and provide access to the work to be tested. The Contractor shall notify the Engineer and County's testing laboratory sufficiently in advance of operations to allow scheduling of tests. The Contractor shall furnish casual labor and facilities to obtain and handle samples at the site and to store and cure test samples as required.

1.04 TESTING OF MATERIALS

A. Unless otherwise specified, all materials shall be sampled and tested in accordance with the latest published standard methods of ASTM in effect at the time bids are received.

B. Test of materials shall be made by a representative of the Contractor, unless otherwise provided. Testing of equipment shall be the responsibility of the

01410-3

Contractor or an authorized manufacturer's representative. All test results shall be furnished to the Engineer in writing. The Contractor shall provide facilities required to collect and forward samples. The Contractor shall furnish the required samples without charge.

C. The Contractor shall not make use of or incorporate in the work, the materials represented by the sample until tests have been made and the material found to be in accordance with the requirements of the Specifications.

D. Materials to be tested and the applicable test procedure shall be as outlined in the individual sections of these Specifications.

1.05 SOURCE AND QUALITY OF MATERIALS AND EQUIPMENT

A. The source of materials to be used shall be in accordance with the Contract Documents and as approved by the Engineer before delivery. The approval of the source of any material shall continue as long as the material conforms to the Specifications.

B. All material not conforming to the requirements of the Specifications shall be considered as defective and shall be removed from the work. If in place, faulty materials shall be removed by the Contractor at his expense and replaced with acceptable material unless permitted otherwise by the County. No defective materials that have been subsequently corrected shall be reused until approval has been given.

C. Upon failure of the Contractor to comply immediately with any order of the

Engineer to remove and replace defective material, the County shall have authority to remove and replace defective materials, and to deduct the cost of removal and replacement from any monies due or to become due to the Contractor. Failure to reject any defective materials or work at the time of installation shall in no way prevent later rejection when such defects are discovered, nor obligate the County to final acceptance.

1.06 ADDITIONAL TESTING

In addition to soils laboratory and materials testing, the Contractor shall perform other testing called for in the Contract Documents including but not limited to piping, pressure, leakage, infiltration and exfiltration, as required.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

END OF SECTION

14620 - 1

SECTION 14620

HOISTS AND CRANES

PART 1 GENERAL

1.01 Section Includes

A. Cranes, Hoists and Lifts of the Following Types:

1. Free standing work stations bridge cranes. Monorail System

1.02 Related Sections

A. Section 03300 - Cast-in-Place Concrete 05400 Cold-Formed Metal Framing.

1.03 References

A. American Institute of Steel Construction (AISC) - Manual of Steel Construction, Part 5, Specification for Structural Joints Using ASTM A325 or ASTM A490 Bolts.

B. American National Standards Institute (ANSI):ANSI B30.11 - Monorails and Underhung Cranes.

C. ASTM International (ASTM):

1. ASTM A36 - Carbon Structural Steel.

2. ASTM A325 - Structural Bolts, Steel, Heat Treated, 120/150 ksi

Minimum Tensile Strength.

3. ASTM A490 - Structural Bolts, Alloy Steel, Heat Treated, 150 ksi

Minimum Tensile Strength.

D. American Society for Testing and Materials (ASTM) B221 - Aluminum-Alloy Extruded Bar, Rod, Wire, Shape, and Tube.

E. American Welding Society (AWS) D1.1 - Structural Welding Code.

F. Occupational Safety and Health Administration (OSHA) - Specification 1910.179 - Overhead and Gantry Cranes.

1.04 Submittals

A. Submit under provisions of Section 01300 - Submittals.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Describe capacities, performance, operation, and applied forces to foundation.

2. Preparation instructions and recommendations.

3. Storage and handling requirements and recommendations.

4. Installation methods.

14620 - 2

C. Shop Drawings:

1. Shop drawings showing configuration, dimensions, service area, and construction and installation details.

1.05 Quality Assurance

A. Manufacturer Qualifications: Company specializing in designing and manufacturing cranes with 25 years successful experience.

B. Installer Qualifications: Company experienced in assembly and installation of cranes with 5 years successful experience and acceptable to crane manufacturer.

1. Perform welding by certified operators in accordance with AWS D14.1.

2. Bolted connections shall be in accordance with torque tightening procedures specified in AISC Manual, Part 5.

3. Clearly label crane with rated load capacity. Place label at height and location easily read from floor level and loading position.

1.06 Delivery, Storage, and Handling

A. Store products in manufacturer's unopened packaging until ready for installation.

B. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction.

1.07 Project Conditions

A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

1.08 Warranty

A. Manufacturer's Warranty: On manufacturer's standard form, in which manufacturer agrees to repair or replace assemblies and components that fail in materials and workmanship within warranty period from date of Substantial Completion.

1. 5 years or 10,000 hours warranty for manual push-pull work station monorail crane, jib crane, and gantry crane products to cover defects in materials and workmanship.

2. 2 years or 4,000 hours warranty for motorized tractor products.

PART 2 PRODUCTS

2.01 Manufacturers

A. Basis of Design Manufacturer: Gorbel Inc., which is located at: 600 Fishers Run;

Fishers, NY 14453; Toll Free Tel: 800-821-0086; Tel: 585-924-6262; Fax: 800-828- 1808; Email:request info (info@gorbel.com);

http://admin.arcat.com/users.pl?action=UserEmail&company=Gorbel+Inc.&coid=43076&rep=&fax=800-828-1808&message=RE:%20Spec%20Question%20(14600gor):%20%20&mf=

14620 - 3

Web:www.gorbel.com/Solutions/architectsandengineers.aspx Basis of Design Manufacturer: ACI Hoists. Model HCH-1214 with HCH-040 and GT-040-S. Manufacturer is located at 689 SW 7th Terrace, Dania Beach, Fl 33004; Tel: 954-367-6116; Email: info@acihoist.com

B. Substitutions: Require prior written approval.

2.02 Bridge Cranes Monorail

A. Performance:

1. Crane shall provide coverage of rectangular area of size indicated on

Drawings and consist of:

a. Support structure requiring only primary structural support without longitudinal or lateral bracing.

b. Rigid, single girder bridge moving perpendicular to runways or monorail. Double girder bridges and ones with articulating or threaded connections are not acceptable.

2. Modular, pre-engineered design: Crane system shall be capable of expansion, disassembly and relocation, and accepting additional or multiple mixed capacity bridges.

a. 2. Crane shall be designed, fabricated, and installed in accordance with ANSI B30.11, and OSHA 1910.179.

3. Productivity ratio: Crane shall be designed to manually move load with maximum force of 1/100 load weight.

4. Runway and bridge track: Enclosed type limiting dust and dirt collection on rolling surfaces with maximum deflection of 1/450 span based on capacity plus 15 percent for lifting device weight.

5.4. Crane operating temperature: 5 to 200 degrees F (-15 to 93 C).

6 5. Crane shall be designed to withstand:

a. Structural design shall include full rated load capacity plus 15 percent for hoist and trolley weight and 25 percent impact factor for speed of lifting device and weight of tooling.

b. Crane and hoist dead load.

c. Live load capacity equal to 2 tons.

c. Live load capacity equal to net rated hook load: 250 pounds (113 kg).

d. Live load capacity equal to net rated hook load: 500 pounds (227 kg).

e. Live load capacity equal to net rated hook load: 1000 pounds (454 kg).

f. Live load capacity equal to net rated hook load: 2000 pounds (908 kg).

g. Live load capacity equal to net rated hook load: 4000 pounds (1816 kg).

h.d. Inertia forces from crane and load movement.

B. Monorail Free Standing Bridge Crane System: Monorail Work station, bridge crane system with W-shaped beam support structurefree standing support structure, onetwo runways, bridge moving perpendicular to runways, and equipped with enclosed track, end trucks, hand chain hoist trolley, geared trolley, festooning system, bumpers, and other accessories.

1. Acceptable Manufacturer and Model:

http://www.gorbel.com/Solutions/architectsandengineers.aspx

14620 - 4

a. Model HCH-1214 with HCH-040 chain hoist and GT-040-S gear trolly as manufacturered by ACI Hoist Model GLCSLX-FS: Cranes with trussed steel runways supported at 30 feet (9.1 m) maximum as manufactured by Gorbel Inc or Engineer Approved Equal.

2. Construction: Fabricated from ASTM A36 steel sections with finished ends and surfaces.

3. Support structure: Support crane runways with frames consisting of two columns and horizontal header.

a. Columns: Square tubes with bottom base plate and top header plate.

b. Header: Fabricated from two back-to-back channels spaced apart and joined with welded end plates. Provide clamp plates, threaded rods, lock washers, and hex nuts for attaching header to column.

c. Hanger assemblies: Provide each support frame with pair of hanger assemblies that provide a rigid connection for suspending runways.

Assembly to consist of clamp angle, clamp plates, threaded rods, lock washers, and hex nuts.

4. Runways: Vierendeel truss fabricated from square steel tubes and enclosed steel track.

a. Track: Enclosed, cold formed, steel box track which serves as bottom cord of runway and permits end trucks and festoon carriers to ride on lower inside flanges. Fabricate lower running flanges with 2 degrees taper to center trolley within track. Flat, non-centering tracks are not acceptable.

b. Splice joint: Provide truss splice plates, channel-shaped track splice joint, bolts, lock washers, and nuts for joining runway sections. Splice joints must be located within four feet of a support point.

c. Runway Cantilevers: Up to 4 feet (1219 mm) of cantilever is allowed from a hanger location to the end of the runway.

d. Festoon stack section: Provide enclosed track extension to provide for stacking festoon carriers at end of runway.

5. Bridge: Patented extruded aluminum enclosed track reinforced with extruded aluminum IT-beam.

a. Provide as either one piece extrusion or with separate IT-beam bolted to track.

b. Track: Enclosed, box track designed for trolleys and festoon carriers to ride on lower inside flanges. Fabricate lower running flanges with 2 degrees taper to center trolley within track. Flat, non-centering tracks are not acceptable.

6. End trucks: Rigid frame end truck designed to ride inside enclosed runway track and connect to and suspend bridge.

a. Construction: Stamped steel fabrication with both vertical and horizontal wheels to prevent binding in runway. Designs with welds in tension are not acceptable.

b. Wheels: Removable, self-centering wheels with sealed lifetime lubricated bearings. Vertical wheels shall be tapered 2 degrees to match track profile. Non-removable or non-tapered wheels are not acceptable.

14620 - 5

Duracomp 4 wheel material as provided by Gorbel Inc. Steel wheels are not acceptable.

c. Drop lugs: Provide on both sides of truck to limit truck drop in the event of wheel, axle, or load bar failure.

d. Connection to the bridge: Provide a rigid connection between bridge and end truck. Articulating connections with threaded hardware are not acceptable.

e. Designed for easy attachment of peripherals.

7. Hoist trolley: Rigid-body trolley designed to ride inside enclosed track of bridge and to carry hoist and load. Articulating trolleys are not acceptable.

a. Construction: Two-piece stamped steel body with two wheels each side and tapered clevis positioning hoist hook at center of trolley so load weight is evenly distributed to all four trolley wheels. Provide removable clevis pin of type and size determined by manufacturer for specified capacity. Trolleys with non-removable clevis pins are not acceptable. Holes provided in body for mechanical connections.

b. Wheels: Removable, self-centering wheels with sealed lifetime lubricated bearings. Vertical wheels shall be tapered 2 degrees to match track profile. Non-removable or non-tapered wheels are not acceptable.

Duracomp 4 wheel material as provided by Gorbel Inc or Engineer Approved Equal. Steel wheels are not acceptable.

c. Drop lugs: Provide on both sides of trolley to limit trolley drop in the event of wheel, axle, or load bar failure.

d. Designed for easy attachment of peripherals.

8. End stops: Molded composite, resilient bumper installed in runway and bridge tracks to prevent end trucks, hoist trolley, and festoon carriers from rolling out of track. Bolt stops without energy absorbing bumper are not acceptable.

2. Hand Chain Hoists: Rigid body designed to carry live load capacity of 2 tons.

a. Hoist must be geared with an automatic double pawl braking system and contain antifriction ball bearings.

b. Hand chain is to be ISO high grade alloy.

3. Geared Trolleys: Rigid body designed to ride along W-shaped beam track while carrying a live load capacity of 2 tons.

a. Trolley must be easily adjustable to fit a wide range of beam widths and are to be anti-tilt and anti-drop devices.

b. Ball bearings are to be High grade sealed anti-friction bearings with a minimum B10 bearing life of 3,000 hours.

c. Forge steel wheels hardened to minimum of 425 Brinell to fit W-shaped beam track are required

C. Festoon Assemblies:

14620 - 6

1. Provide length of cable and/or air hose to supply lifting device. Supply shall be festooned along bridge and runway. Refer to drawings for type and size.

2. Festoon trolleys: Four-wheeled trolleys with pivoting saddle and applicable attachment to support service run on runway or bridge and allowing festooning as end truck or hoist trolley travels.

3. Festoon gliders: T-shaped gliders with adjustable applicable attachment to support service runs on runway or bridge and allowing festooning as end truck or hoist trolley travels.

4. Festoon clamp: Steel clamp assembly attached to track to prevent festoon trolleys and gliders from exiting track.

5. Festoon tow clamp: Steel clamp assembly attached to track to prevent festoon from binding under with end truck or trolley.

2.03 Shop Finishing

A. Steel: Steam wash steel W-shaped beam crane components with iron phosphate solution and apply blue or yellow baked enamel finish.

B. Aluminum: Mill finish.

C. Provide spray can of matching color, air-drying paint for field touch-up.

PART 3 EXECUTION

3.01 Examination

A. Do not begin installation until support structures have been properly prepared.

B. Design and construction of reinforced concrete walls footings and slabs as detailed on Drawings and specified in other sections. Verify that accurate monorail system crane applied forces and anchor bolt patterns are provided for foundation design.

3.02 Installation

A. Install units and accessories in accordance with manufacturer's instructions and approved shop drawings.

B. Do not modify monorail system crane components in any manner without advance written approval by crane manufacturer.

C. Clearances for moving monorail system crane components:

1. 3 inches (76 mm) minimum vertical clearance from any overhead obstruction.

2. 2 inches (51 mm) minimum horizontal clearance from any lateral obstruction.

3. Prior to applying proper torque to the bolts, ensure runways are:

14620 - 7

a. Level to within plus or minus 1/8 inch in 20 feet (3 mm in 6.1 m).

b. Parallel with opposite runway to within plus or minus (3 mm in 6.1 m).

3.03 Field Quality Control

A. Perform field quality control testing as recommended by manufacturer.

B. Move bridge and hoist and geared trolley through entire travel to ensure monorail system crane is clear of obstructions and moves freely and smoothly.

C. Inspect installed crane. Verify all bolts are tight and lock washers fully compressed.

D. Field test monorail system crane and accessories for operating functions. Ensure monorail system crane movement is smooth and proper. Adjust as required and correct deficiencies.

E. Clean surfaces. If necessary, touch-up paint damage, scratches, and blemishes with manufacturer provided matching paint.

F. Protect crane from other construction operations.

3.04 Demonstrating and Training

A. Provide demonstration and training session for Owner's representative covering operation and maintenance.

3.05 Protection

A. Protect installed products until completion of project.

B. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION

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