Refuse_Containers.pdf

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Attached to: Refuse Containers
Solicitation number: IFB24-0020
Issued by: Orange County, Orlando City, Florida

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Mayor Chief Procurement Officer Buddy Dyer David Billingsley, CPSM, C.P.M.

INVITATION FOR BID (IFB)

IFB24-0020

REFUSE CONTAINERS

The City of Orlando Procurement and Contracts Division has implemented an electronic bidding system to streamline solicitation responses.

CITY OF ORLANDO PROCUREMENT AND CONTRACTS SITE

https://www.orlando.gov/Our-Government/Departments-Offices/OBFS/Procurement

City of Orlando

INVITATION FOR BID (IFB)

REFUSE CONTAINERS

TABLE OF CONTENTS

1. INTRODUCTION

2. GENERAL INFORMATION

3. SUBMITTALS

4. SCOPE OF WORK

5. STANDARD TERMS AND CONDITIONS

6. SPECIAL TERMS AND CONDITIONS

7. ELECTRONIC PRICING FORM(S) INSTRUCTIONS

8. VENDOR QUESTIONNAIRE

9. PRICING PROPOSAL

Refuse Containers

1. INTRODUCTION

1.1. Summary

To establish a supply and delivery contract for Refuse Containers. The Contractor shall provide products to the City of Orlando (“City”) on an as-needed basis.

1.2. Contact Information

Direct all questions and inquiries to the following:

Cindy Jordan, C.P.M.

Purchasing Agent III

400 South Orange Ave

Orlando, FL 32801

Email: cynthia.jordan@orlando.gov

Phone: (407) 246-2367

Department:

Procurement and Contracts Division

1.3. Timeline

Issue Date October 16, 2023

Cut-off date for Questions by

Bidder

November 6, 2023, 5:00pm mailto:cynthia.jordan@orlando.gov tel:(407)246-2367

Bid Due Date and Time November 16, 2023, 2:00pm

JOIN THE VIRTUAL BID OPENING.

Microsoft Teams meeting

Join on your computer, mobile app or room device

Click here to join the meeting

Meeting ID: 298 290 708 575

Passcode: CKsdFL

Download Teams | Join on the web

Join with a video conferencing device cityoforlando@m.webex.com

Video Conference ID: 118 998 271 3

Alternate VTC instructions

Or call in (audio only)

+1 321-247-7568,,219894087# United

States, Orlando

Phone Conference ID: 219 894 087# mailto:cityoforlando@m.webex.com

2. GENERAL INFORMATION

2.1. SOLICITATION INFORMATION

The City’s Procurement and Contracts Division is the official source to obtain information relating to City of Orlando procurements. It is incumbent on the Respondent to obtain current response/submittal and award information prior to and after the scheduled opening date of a solicitation. Information is updated as it becomes available. An award, or recommendation of award, may be made at any time after the scheduled opening date of a solicitation. You may obtain award and other solicitation information in a variety of ways, such as:

• Solicitation documents are available for download from the City's e-Procurement

Portal ("Portal"):

You may access solicitation information by visiting the City’s Portal by clicking on the following link: https://procurement.opengov.com/portal/orlando

• You may also contact the Procurement and Contracts Division at (407) 246-2291 or visit us during normal business hours, to obtain award information and other documents at:

City of Orlando

Procurement and Contracts Division

400 South Orange Avenue, Fourth Floor

Orlando, Florida 32801

Please remember, email notification is provided as a courtesy to our Respondents, but it is the Respondent's responsibility to check with the City of Orlando’s Portal at:

https://procurement.opengov.com/portal/orlandofor current solicitations and other procurement information.

We appreciate your interest in doing business with the City of Orlando.

2.2. CONTRACT TERM

It is the intent of the City to award a Contract for a one (1) year term to begin upon approval and execution by the City. The Contract may, by mutual assent of the parties, be renewed for four (4) additional twelve (12) month periods or portions thereof, up to a cumulative total of sixty (60) months.

2.3. SCHEDULE

The Timeline Section of this solicitation contains the scheduled calendar of events with important dates and times for this Solicitation. Dates and times are subject to change by the City’s Chief Procurement Officer (CPO) or designee, at their sole discretion. If the

Procurement and Contracts Division determines that it is necessary to change these https://procurement.opengov.com/portal/orlando https://procurement.opengov.com/portal/orlando dates or times prior to the Solicitation Due Date, the change will be announced via an addendum.

3. SUBMITTALS

Respondents are solely responsible for ensuring that their submittals are complete, uploaded and submitted in the e-procurement Portal by the Due Date and time. The City shall not be responsible for any submission delays or failures caused by any occurrence. Respondents are expected to examine this solicitation, specifications, associated drawings, if any, and all instructions. Failure to do so will be at the

Respondent's risk.

Each Respondent shall furnish the information required on each response/submittal form and each accompanying sheet thereof on which an entry is made.

The following items must be completed and uploaded as part of your electronic submittal and are contained in the Vendor Questionnaire Section. Failure to complete and return required forms may result in your bid being deemed non-responsive and not considered for award.

A. Pricing - All prices shall be entered online through the City's e-Procurement portal.

B. Attachment A - References. This form must be downloaded, completed, and uploaded as a part of the submittal.

C. Attachment B -Respondent's Certification Form. This form must be downloaded, completed, signed, notarized, and uploaded as a part of the submittal.

D. Attachment C - Contract and Acceptance Form. This form must be downloaded, completed, signed, notarized, and uploaded as a part of the submittal.

E. Attachment D - Conflict of Interest Disclosure Form. This form must be downloaded, completed, signed, and uploaded as a part of the submittal.

F. Attachment E - Confidential and/or Proprietary Information Exemption Form.

This form must be downloaded, completed, signed, scanned, and uploaded as a part of the submittal.

G. Attachment F - Minority/Women-Owned Business Enterprise Participation Form.

This form must be downloaded, completed, and uploaded as a part of the submittal.

H. Attachment G - Veteran Business Enterprise Participation Form. This form must be downloaded, completed, and uploaded as a part of the submittal.

I. Copy of Respondent's current W-9 is to be signed and uploaded as a part of the submittal.

J. Bid Security, if applicable.

https://procurement.opengov.com/portal/orlando/projects/61965?section=541459

K. Proof of insurance - If applicable, please refer to Section 5 – Insurance

Requirements

Respondents shall register on the City’s e-Procurement Portal. Once registered, Respondents may view and click "Follow" to be a Prospective Respondent for this solicitation and will appear on the Follower’s list. Respondents that fail to Follow this project will not receive automated Addenda notifications, nor will they be able to submit a response in the Portal, and therefore will be unable to participate, nor be considered for this solicitation. Respondents must click “Draft Response” to properly begin and submit a response in the Portal.

The City will accept responses to this solicitation electronically via the e-Procurement

Portal until 2:00 PM on Thursday, November 16, 2023. Responses received after the scheduled due date and time for submission will not be accepted. Responses submitted in any other format other than via the City's e-Procurement Portal, including but not limited to, hard copy (mailed or hand delivered), facsimile, or emailed submittals, will not be accepted, nor considered. The scheduled due date and time for submission will be scrupulously observed.

Neither the City, nor the Software Administrator will be held responsible for untimely submissions due to personal or company internet or hardware limitations, settings or restrictions, internet speed, power outage, network connection, use of a malfunctioning electronic device, or the like. Respondents shall be solely responsible for ensuring the capability of their computer system while responding to this solicitation, and for the stability of their internet service. Uploading large documents may take significant time depending on the size of the file(s) and the Internet connection speed that the

Respondent is using to submit a response. Failure of the Respondent to successfully submit an electronic response before the deadline indicated herein shall be at the

Respondent’s sole risk, and no relief will be given for late and/or improperly submitted response. Once file(s) have been uploaded and the Submission Status shows as

“Submitted” the submission is complete. At that point, the Respondent will also receive an email confirmation from the Portal.

Respondents may withdraw their submittal electronically via the Portal at any time prior to the scheduled due date and time for submission.

4. SCOPE OF WORK

4.1. OVERVIEW

To establish a supply and delivery contract for Refuse Containers. The Contractor shall provide products to the City of Orlando (“City”) on an as-needed basis.

4.2. REFUSE CONTAINERS

The following applies to all containers, unless otherwise noted.

A. CONTAINERS

Containers furnished under these specifications shall be new, unused, and meet the following minimum specifications:

1. Each container is to be fully coated inside and out with an oil-based primer.

2. Each container is to be fully coated outside in the “City Blue” color palette. Krylon

Ford Dark Blue spray paint matches the “City Blue” paint color. If using another manufacturer's paint color, pre-approval will be required from the City before use.

3. All channels used are 1-½” x 3”, 4.1 pounds per foot steel.

4. All container bottoms shall be constructed of a minimum of 10-gauge steel.

5. All steel materials specified must conform to AISI (American Iron and Steel Institute)

Standards with thickness as listed below:

• 8-gauge = 0.1644 inches

• 9-gauge = 0.1495 inches

• 10-gauge = 0.1345 inches

• 11-gauge = 0.1196 inches

• 12-gauge = 0.1046 inches

• 13-gauge = 0.0897 inches

B. FRONT BUMPER PLATES (excluding roll-off containers)

The ¼” x 4” x 4” x 16” angle welded onto the front corners of each container must be fully welded across the top and on each side, but not across the bottom. These pieces are to be installed on the outside of the container with 5” of it to be above the pick-up sleeves.

C. SIDES (excluding roll-off containers)

1. The sleeves are to be fully welded from front to back on the top and bottom. On the 6 and 8 cubic yard containers, one (1) support channel is to be welded to the container above the sleeves after the sleeves have been fully welded, and must be welded at a rate of 3” on 12” of length, except where it contacts the sleeves. The channel’s length is to be from the back edge of the side to the front bumper angle. The channels must be fully welded to the sleeves where they contact the sleeves.

2. The gussets are to be fully welded on both sides. The 2, 3, and 4 cubic yard containers have three (3) pairs of gussets per sleeve. The 6 and 8 cubic yard containers have four (4) pairs per sleeve.

3. The 1/8” x 1” x 1” angles used for door tracks will be welded at a rate of 2” on 8” of length. The welds are to be on the side opposite from the side contacting the door. The angles must be installed to provide a gap of 30-¼” between them.

4. On the 4, 6, and 8 cubic yard containers with side doors, the ¼” x 2” x 3” angles will be fully welded where they contact channels and other angles, and be welded at a rate of 3” on 12” of length.

5. On the 2, 3, and 4 (slant-back) cubic yard containers, the channel is to be welded at a rate of 3” on 12” of length on the top and bottom and be fully welded where they contact angles and other channels.

6. A 1-½” x 3” 10-gauge plate will be welded to cover the ends of the channels (unless otherwise covered) mounted on the top of any size container.

D. BACK (excluding roll-off containers)

1. Channels and angles must be welded at a rate of 3” on 12” of length, and fully welded where they contact other channels or angles.

2. A 1-½” female NPT (national pipe thread) bung must be welded at the bottom of the back (not the underside) of the container, and at 36” in from the sides, with a 1-1/2” male pipe plug with external square lug provided.

E. BOTTOM (excluding roll-off containers)

1. On the 2, 3, and 4 (both types) cubic yard containers, the channels’ length must exactly match the front-to-back size of the container and be welded at a rate of 3” on 8” of length.

2. On both types of 6 and 8 cubic yard containers the channels are 72” and are to be welded parallel to the front and back not more than ¼” from the edge at a rate of 3” and

12” of length.

3. Each corner of the bottom on the 2, 3, and 4 (both types) cubic yard containers must have an 8” x 8” 10-gauge minimum thickness plate fully welded at not more than ¼” from the sides, for a total of four (4) plates.

F. DESIGN (excluding roll-off containers)

The containers are to be constructed to be used with the existing truck-mounted hydraulic front-end top-loading equipment now operated by the City, without modification or adaptation. It shall not be necessary to manually open the container lids to accomplish the dumping of refuse into the trucks.

G. HOISTING ATTACHMENTS (excluding roll-off containers)

Containers must be equipped with dumping fork sleeves constructed of minimum 10-gauge pressed channel, continuously welded, top and bottom, to container sides. Sleeve dimensions will be 9” x 4” x 34” and braced with 10-gauge triangular steel gussets, four

(4) pair per sleeve, continuously welded to container side and channel or equal configuration for reinforcement of sleeves.

H. PAINTING

Containers shall be thoroughly cleaned to remove all rust, slag, grease, and foreign matter. All rough edges shall be removed by grinding. All joints, seams, and welds shall be brush coated before spray application. Containers shall then be painted inside and outside with two (2) coats of rust inhibiting primer, then one (1) finish coat of "City-Blue" water-based paint for metal. For information concerning the paint color, refer to Section

4.2.A.2.

I. REINFORCED BOTTOM (excluding roll-off containers)

1. All 2, 3, and 4 cubic yard containers shall be reinforced with 3” at 4.1 lb. (pound) structural channel (formed channel not acceptable). Two (2) skids per container shall be positioned approximately 18” in from sides and shall extend from pick up wall to rear wall and skip welded to bottom.

2. All 6 and 8 cubic yard containers shall have a four (4) piece skid configuration resembling the Roman numeral II. Two (2) channels to go the full width of the container

(72”) with outside edge of skid directly under walls, both front and rear ends of skids capped. Two (2) channels butted between first two (2) approximately 18” from sides.

Butt joints welded all around. All skids skip welded to the bottom.

J. WELDING

1. All side and bottom seams must be continuously welded to form a completely watertight container.

2. Generally accepted commercial or government production containers compatible with the specified front-end loading system should meet the intent of these specifications, though minor modification of the supplier’s production unit may be required. However, best commercial manufacturing practices and first quality materials, new and unused, are expected.

3. Sliding doors and lids must operate freely when containers are delivered to the City.

K. INSPECTION

The City reserves the right to inspect containers manufactured for the City at the

Contractor’s location, in person, via blueprints, or by other means of inspection, prior to shipment.

L. CHANGES IN SPECIFICATIONS

The City reserves the right to change the specifications due to error, omission, or unforeseen conditions, in a manner which is fair and equitable for both the Contractor and the City.

M. DELIVERY

1. Containers shall be assembled and ready for distribution when delivered and presented to the City for acceptance. Any container not assembled and ready for distribution when delivered and presented to the City for acceptance shall be rejected and returned to the Contractor at the Contractor’s expense.

2. Containers shall not be stacked during storage or delivery. Paint or other damage to containers shall result in rejection of the container and return to the Contractor at the

Contractor’s expense.

3. Containers shall be delivered at the rate of at least fifty percent (50%) of the container order within thirty (30) days from the date of the order, and the remainder within thirty (30) days from the date of delivery of the first minimum fifty percent (50%) of the order.

4. All shipping and other charges shall be built into the unit price for each container, with no additional charges to the City or additional invoice line items.

5. F.O.B. Destination: All prices are F.O.B., City of Orlando, Solid Waste Division, 1028

South Woods Avenue, Orlando, Florida 32805.

4.3. ORLANDO STANDARDS - TWO (2) CUBIC YARD CONTAINERS

A. CONTAINER DIMENSIONS

Width (not including sleeves)..................72”

Depth (front to back) ..............................36”

Height (not including bottom channel)....36”

B. DESIGN

Containers are to be designed and constructed to be used with existing truck-mounted, hydraulic, front-end top loading equipment currently used by the City, without modification or adaptation. Containers shall be designed to permit discharge of the contents by using controls inside the vehicle without manual assistance while dumping.

C. CONSTRUCTION

Front (pick up side) and rear walls to have 12-gauge steel front and rear walls.

D. SIDE WALLS AND BOTTOM

Containers to have 12-gauge steel sidewalls and 10-gauge steel bottoms.

E. SKIDS

Container bottoms to be fitted with two (2) skids of 3” at 4.1 lb. structural channel (formed channel not acceptable). Skids shall be skip welded to container bottom extending from pick up wall to rear wall. Skids to be positioned approximately 18” in from side of container.

F. DOUBLE PLATE

Container bottom to be fitted with four (4) 10-gauge minimum thickness steel double plates approximately 8” x 8” continuously welded to container bottom at each corner.

G. CONTAINER PERIMETER

Front, sides, and rear container walls to be capped with 3”, 4.1 lb. structural channel or

¼” x 2” x 3” structural angle. Formed materials are not acceptable.

H. PICK UP SLEEVES

Container sleeves to be constructed of a minimum of 10-gauge steel. Dimensions of the sleeves to each be 9” x 4” x 28”. Sleeves shall be continuously welded to container so that front of sleeve is flush with front of container. Each sleeve shall have eight (8) 10-gauge steel triangular gussets approximately 3-½” x 3-½”, four (4) on top section of sleeve, four (4) on bottom section of sleeve, spaced and continuously welded to provide maximum reinforcement of sleeves.

I. LIDS

Containers shall have well fitted center split (front to rear) polyethylene lids hinged so as to allow them to lie flat on rear wall of the container when open. When lids are closed, they shall meet in the center with sufficient clearance to eliminate binding.

J. LID CONSTRUCTION

Lids to be high density polyethylene, carbon black material color and material thickness of minimum 1/8” for single walled lids and minimum 1/16” for double walled lids shall be used throughout lid construction. Each lid shall have integrally molded ribs to improve lid rigidity. Each lid shall have integrally molded and reinforced hinge points designed to accept a ½” diameter round hinge rod.

K. WELDING

All side and bottom seams shall be continuously welded to form a completely watertight container.

L. MATERIAL STANDARDS

All steel shall be new, unused, and of commercial quality and shall meet AISI Standards.

4.4. ORLANDO STANDARDS - THREE (3) CUBIC YARD CONTAINERS

Width (not including sleeves).........72”

Depth (front to back)......................42”

Height (inside)................................48”

B. DESIGN

C. CONSTRUCTION

Front (pick up side) and rear walls to have 12-gauge steel front and rear walls with two

(2) embossed 5/8” vertical “V” crimps in both front and rear walls for added strength.

D. SIDE WALLS AND BOTTOM

Containers to have 12-gauge steel walls and 10-gauge steel bottom.

E. SKIDS

F. DOUBLE PLATE

Container bottom to be fitted with four (4) 10-gauge minimum thickness steel double plates approximately 8” x 8” continuously welded to container bottom at each corner.

G. CONTAINER PERIMETER

Front, sides, and rear container walls to be capped with 3”, 4.1 lb. structural channel.

Sidewalls to be capped with 3”, 4.1 lb. structural channel or ¼” x 2” x 3” structural angle.

Formed materials are not acceptable.

H. PICK UP SLEEVES

Container sleeves to be constructed of a minimum of 10-gauge steel. Dimensions of the sleeves to each be 9” x 4” x 34”. Sleeves shall be continuously welded to container so that front of sleeve is flush with front of container. Each sleeve shall have eight (8) 10-gauge steel triangular gussets approximately 3-½” x 3-½”, four (4) on top section of sleeve, four (4) on bottom section of sleeve, spaced and continuously welded to provide maximum reinforcement of sleeves.

I. LID CONSTRUCTION

J. WELDING

All side and bottom seams shall be continuously welded to form a completely watertight container.

K. MATERIAL STANDARDS

All steel shall be new, unused, and of commercial quality and shall meet AISI

Standards.

4.5. ORLANDO STANDARDS - FOUR (4) CUBIC YARD CONTAINERS

A. CONTAINER DIMENSIONS

Width (not including sleeves)........72”

Depth (front to back).....................42”

Height (inside)...............................60”

B. DESIGN

Containers are to be designed and constructed to be used with existing truck-mounted, hydraulic, front-end top loading equipment currently used by the City, without modification

Front (pick up side) and rear walls to have 12-gauge steel front and rear walls with two

(2) embossed 5/8” vertical “V” crimps in front and rear walls for added strength.

D. SIDE WALLS AND BOTTOM

Containers to have 12-gauge steel walls and 10-gauge steel bottom.

E. SKIDS

F. DOUBLE PLATE

Container bottom to be fitted with four (4) 10-gauge minimum thickness steel double plates approximately 8” x 8” continuously welded to container bottom at each corner.

G. CONTAINER PERIMETER

Front, sides, and rear container walls to be capped with 3”, 4.1 lb. structural channel.

Sidewalls to be capped with 3”, 4.1 lb. structural channel or ¼” x 2” x 3” structural angle.

Formed materials are not acceptable.

sleeves to each be 9” x 4” x 34”. Sleeves shall be continuously welded to container so that front of sleeve is flush with front of container. Each sleeve shall have eight (8) 10-gauge steel triangular gussets approximately 3-½” x 3-½”, four (4) on top section of sleeve, four (4) on bottom section of sleeve, spaced and continuously welded to provide maximum reinforcement of sleeves.

I. LID CONSTRUCTION

J. SIDE DOORS

Container shall have sliding side doors constructed of polyethylene mounted outside of each end of container. The door openings shall be no less than 28” x 28” with the door dimensions approximately 30” x 30”. Doors to be set and free running on minimum 10-gauge tracks continuously welded to each end of container and having suitable door stops to prevent door from leaving tracks. The closed position shall be to the front or lifting side of the container to allow door to be closed during the dumping process. Tracks and doors to be reinforced.

K. WELDING

L. MATERIAL STANDARDS

4.6. ORLANDO STANDARDS - FOUR (4) CUBIC YARD SLANT CONTAINERS

Width (not including sleeves)............72”

Depth (front to back)..........................50”

Height (Front)....................................49”

Height (Top Back)..............................60”

B. DESIGN

C. CONSTRUCTION

Front (pick up side) and rear walls to have 12-gauge steel front and rear walls with two

(2) embossed 5/8” vertical “V” crimps in both front and rear walls for added strength.

D. SIDE WALLS AND BOTTOM

Containers to have 12-gauge steel walls and 10-gauge steel bottom.

E. SKIDS

F. DOUBLE PLATE

Container bottom to be fitted with four (4) 10-gauge minimum thickness steel double plates approximately 8” x 8” continuously welded to container bottom at each corner.

G. CONTAINER PERIMETER

Front and rear container walls to be capped with 3”, 4.1 lb. structural channel. Sidewalls to be capped with 3”, 4.1 lb. structural channel or ¼” x 2” x 3” structural angle. Formed materials are not acceptable.

I. LID CONSTRUCTION

J. WELDING

All side and bottom seams shall be continuously welded to form a completely watertight container.

K. MATERIAL STANDARDS

All steel shall be new, unused, and of commercial quality and shall meet AISI Standards.

4.7. ORLANDO STANDARDS - SIX (6) CUBIC YARD CONTAINERS

A. CONTAINER DIMENSIONS

Width (not including sleeves).........72”

Depth (front to back)......................66”

Height (inside)................................60”

B. DESIGN

Containers are to be designed and constructed to be used with existing truck-mounted, hydraulic, front-end top loading equipment currently used by the City, without modification

(2) embossed 5/8” vertical “V” crimps in both front and rear walls for added strength.

Container bottom to be fitted with four (4) skids of 3” at 4.1 lb. structural steel channel

(formed channel not acceptable). Two (2) skids to run the full width of the container with outside edge of channel directly under walls, both front and rear, end of skids. Two (2) skids butted between first two (2) approximately 18” in from sides, butt joints welded all around. All skids skip welded to bottom.

F. CONTAINER PERIMETER

Front container wall to be capped with 3”, 4.1 lb. structural channel. Side walls and rear walls to be capped with 3”, 4.1 lb. structural channel or ¼” x 2” x 3” structural angle.

Formed materials are not acceptable. Channel and angle joints are to be welded all around.

G. PICK UP SLEEVES

H. LID CONSTRUCTION

of minimum 1/8” for single walled lids and minimum 1/16” for double walled lids shall be used throughout lid construction. Each lid shall have integrally molded ribs to improve lid

I. SIDE DOORS

Containers shall have sliding side doors constructed of polyethylene mounted outside of each end of container. The door openings shall be no less than 28’”x 28” with the door dimensions approximately 30” x 30”. Doors to be set and free running in minimum 10-gauge tracks continuously welded to each end of container and having suitable door stops to prevent door from leaving tracks. The closed position shall be to the front or lifting side of the container to allow door to close during the dumping process. Tracks and doors to be reinforced.

J. WELDING

K. MATERIAL STANDARDS

4.8. ORLANDO STANDARDS - SIX (6) CUBIC YARD SLANT CONTAINERS

Width (not including sleeves)..............72”

Depth (front to back)...........................72”

Height (Front).....................................49”

Height (Middle)………………………...62”

Height (Top Back)...............................48”

B. DESIGN

Containers are to be designed and constructed to be used with existing truck-mounted, hydraulic, front-end top loading equipment currently used by the City, without modification

(formed channel not acceptable). Two (2) skids to run the full width of the container with outside edge of channel directly under walls, both front and rear, end of skids. Two (2)

Front container wall to be capped with 3”, 4.1 lb. structural channel. Side walls and rear walls to be capped with 3”, 4.1 lb. structural channel or ¼” x 2” x 3” structural angle.

Formed materials are not acceptable. Channel and angle joints are to be welded all around.

sleeves to each 9” x 4” x 34”. Sleeves shall be continuously welded to container so that front of sleeve is set back 4” from front of container. Each sleeve shall have eight (8) 10-gauge steel triangular gussets approximately 3-½” x 3-½”, four (4) on top section of maximum reinforcement of sleeves. Top of container opposite dumping side to be fitted with an approximately 12” dead space with welded tabs to accept a ½” diameter round hinge rod.

of minimum 1/8” for single walled lids and minimum 1/16” for double walled lids shall be used throughout lid construction. Each lid shall have integrally molded ribs to improve lid

I. WELDING

container.

J. MATERIAL STANDARDS

4.9. ORLANDO STANDARDS - EIGHT (8) CUBIC YARD CONTAINERS

Width (not including sleeves).............72”

Depth (front to back).......................72”

Height..............................................72”

B. DESIGN

Containers are to be designed and constructed to be used with existing truck-mounted, hydraulic, front-end top loading equipment currently used by the City, without modification or adaptation. Containers shall be designed to permit complete discharge of the contents by using controls inside the vehicle without manual assistance while dumping.

Containers to have 12-gauge steel sidewalls and 10-gauge steel bottom.

(formed channel not acceptable). Two (2) skids to run the full width of the container with outside edge of channel directly under walls, both front and rear, end of skids. Two (2)

F. CONTAINER PERIMETER

Front container wall to be capped with 3”, 4.1 lbs. structural channel. Sidewalls and rear wall to be capped with 3”, 4.1 lb. Structural channel or ¼” x 2” x 3” structural angle. Formed materials are not acceptable.

G. PICK UP SLEEVES

Container sleeves to be constructed of a minimum of 10-gauge steel. Dimensions of the sleeves to each be 9” x 4” x 34”. Sleeves shall be continuously welded to container so that front of sleeve is set back 4” from front of container. Each sleeve shall have eight (8) minimum 10-gauge steel triangular gussets approximately 3-½” x 3-½”, four (4) on top section of sleeve, four (4) on bottom section of sleeve, spaced and continuously welded to provide maximum reinforcement of sleeves.

H. LID CONSTRUCTION

I. SIDE DOORS

Container shall have sliding side doors constructed of polyethylene mounted outside of each end of container. The door openings shall be no less than 28” x 28” with the door dimensions approximately 30” x 30”. Doors to be set and free running in minimum 10-gauge tracks continuously welded to each end of container and having suitable door stops to prevent door from leaving tracks. The closed position shall be to the front or lifting side of the container to allow door to close during the dumping process. Tracks and doors to be reinforced.

J. WELDING

K. MATERIAL STANDARDS

All steel shall be new, unused, and of commercial quality and shall meet AISI

Standards.

4.10. ORLANDO STANDARDS - EIGHT (8) CUBIC YARD SLANT CONTAINERS

Width (not including sleeves)..............72”

Depth (front to back)...........................79”

Height (Front)......................................62"

Height (Top Back)................................73”

B . DESIGN

Containers are to be designed and constructed to be used with existing truck-mounted, hydraulic, front-end top loading equipment currently used by the City, without modification or adaptation. Containers shall be designed to permit complete discharge of the contents by using controls inside the vehicle without manual assistance while dumping.

embossed 5/8” vertical “V” crimps in both front and rear walls for added strength.

Containers to have 12-gauge steel sidewalls and 10-gauge steel bottom.

(formed channel not acceptable). Two (2) skids to run the full width of the container with outside edge of channel directly under walls, both front and rear, end of skids. Two (2)

sleeves to each be 9” x 4” x 34”. Sleeves shall be continuously welded to container so that front of sleeve is set back 4” from front of container. Each sleeve shall have eight (8) minimum 10-gauge steel triangular gussets approximately 3-½” x 3-½”, four (4) on top section of sleeve, four (4) on bottom section of sleeve, spaced and continuously welded to provide maximum reinforcement of sleeves.

Top of container opposite of the dumping side to be fitted at least 3-1/4” x 1” x 3” flat bar with a 9/16” hole drilled at the top to accept a ½” diameter round hinge lid rod.

of minimum 1/8” for single walled lids and minimum 1/16” for double walled lids shall be used throughout lid construction. Each lid shall have integrally molded ribs to improve lid

I. WELDING

All top, side, and bottom seams shall be continuously welded to completely watertight

J. MATERIAL STANDARDS

4.11. ORLANDO STANDARDS - TWENTY (20) YARD ROLL-OFF CONTAINERS

Width (approximate) …………….6’

Length (approximate) …………22’

Height (approximate) …………..4’

B. DESIGN

Containers are to be open-top roll-off containers, of 20-yard capacity, bathtub or regular design (City will specify design at the time of order). Containers are to be designed and constructed to be used with existing truck-mounted, hydraulic, roll-off equipment currently used by the City, without modification or adaptation.

C. CONSTRUCTION

1. Cross members: On 16” center, maximum distance

2. Longitudinal (skids): Minimum 6” x 2” x 1/4” structural tube for outside/inside

Galbreath hoist

3. Floor: Minimum 3/16” plate

4. Front Wheels: Two (2) 8” x 6”

5. Rear Wheels: Two (2) 8” x 10”

6. Front Rail Rollers: Minimum 4” diameter x 6” Width

7. Front and Sides: Minimum 10-gauge sheet

8. Tailgate: Minimum 10-gauge sheet reinforced with formed channel and two (2) butterfly hinges

9. Pull Plate: Minimum ¾” plate

10. Cable Hook: Minimum 1-¼” plate

11. Side Columns: 5” x 3” Columns on 33” centers or equivalent

12. Grease Fittings: All moving parts to be equipped with grease fittings for easy maintenance.

D. MATERIAL STANDARDS

All steel shall be new, unused, and of commercial quality and shall meet AISI

Standards.

4.12. ORLANDO STANDARDS - THIRTY (30) YARD ROLL-OFF CONTAINERS

A. CONTAINER DIMENSIONS

Width (approximate) …………….7’

Length (approximate) ……………22’

Height (approximate) …………….5’

B. DESIGN

Containers are to be open-top roll-off containers, of 30-yard capacity, bathtub or regular design (City will specify design at the time of order). Containers are to be designed and constructed to be used with existing truck-mounted, hydraulic, roll-off equipment currently used by the City, without modification or adaptation.

C. CONSTRUCTION

1. Cross members: On 16” center, maximum distance

2. Longitudinal (skids): Minimum 6” x 2” x 1/4” structural tube for outside/inside

Galbreath hoist

3. Floor: Minimum 3/16” plate

4. Front Wheels: Two (2) 8” x 6”

5. Rear Wheels: Two (2) 8” x 10”

6. Front Rail Rollers: Minimum 4” diameter x 6” Width

7. Front and Sides: Minimum 10-gauge sheet

8. Tailgate: Minimum 10-gauge sheet reinforced with formed channel and two (2) butterfly hinges

9. Pull Plate: Minimum ¾” plate

10. Cable Hook: Minimum 1-¼” plate

11. Side Columns: 5” x 3” Columns on 33” centers or equivalent

12. Grease Fittings: All moving parts to be equipped with grease fittings for easy maintenance.

D. MATERIAL STANDARDS

All steel shall be new, unused, and of commercial quality and shall meet AISI Standards.

4.13. ORLANDO STANDARDS - FORTY (40) YARD ROLL-OFF CONTAINERS

Width (approximate) …………….7’

Length (approximate) ……………22’

Height (approximate) …………….7’

B. DESIGN

Containers are to be open-top roll-off containers, of 40-yard capacity, bathtub or regular design (City will specify design at the time of order). Containers are to be designed and constructed to be used with existing truck-mounted, hydraulic, roll-off equipment currently used by the City, without modification or adaptation.

1. Cross members: On 16” center, maximum distance

2. Longitudinal (skids): Minimum 6” x 2” x 1/4” structural tube for outside/inside

Galbreath hoist

3. Floor: Minimum 3/16” plate

4. Front Wheels: Two (2) 8” x 6”

5. Rear Wheels: Two (2) 8” x 10”

6. Front Rail Rollers: Minimum 4” diameter x 6” Width

7. Front and Sides: Minimum 10-gauge sheet

8. Tailgate: Minimum 10-gauge sheet reinforced with formed channel and two (2) butterfly hinges

9. Pull Plate: Minimum ¾” plate

10. Cable Hook: Minimum 1-¼” plate

11. Side Columns: 5” x 3” Columns on 33” centers or equivalent

12. Grease Fittings: All moving parts to be equipped with grease fittings for easy maintenance.

D. MATERIAL STANDARDS

4.14. ORLANDO STANDARDS - TWENTY (20) YARD ROLL-OFF CONTAINERS -

SEALED BACK DOOR

A. CONTAINER DIMENSIONS

Width (approximate) …………….6’

Length (approximate) ……………22’

Height (approximate) …………….4’

B. DESIGN

Containers are to be open-top roll-off containers, of 20-yard capacity, bathtub or regular design (City will specify design at the time of order) with a sealed back door. Containers are to be designed and constructed to be used with existing truck-mounted, hydraulic, roll-off equipment currently used by the City, without modification or adaptation.

C. CONSTRUCTION:

1. Cross members: On 18” center, maximum distance

2. Longitudinal (skids): Minimum 6” x 2” x 1/4” structural tube for outside/inside

Galbreath hoist

3. Floor: Minimum 3/16” plate

4. Front Wheels: Two (2) 8” x 6” all steel construction

5. Rear Wheels: Two (2) 8” x 10” all steel construction

6. Front Rail Rollers: Minimum 4” diameter x 6” Width

7. Front and Sides: Minimum 10-gauge sheet

8. Tailgate: Minimum 10-gauge sheet reinforced with formed channel and two (2) butterfly hinges

9. Pull Plate: Minimum ¾” plate

10. Cable Hook: Minimum 1-¼” plate

11. Side Columns: 5” x 3” Columns on 33” centers or equivalent

12. Grease Fittings: All moving parts to be equipped with grease fittings for easy maintenance.

4.15. ORLANDO STANDARDS - THIRTY (30) YARD ROLL-OFF CONTAINERS -

A. CONTAINER DIMENSIONS

Width (approximate) …………….....7’

Length (approximate) ……………22’

Height (approximate) ……………..5’

B. DESIGN

Containers are to be open-top roll-off containers, of 30-yard capacity, either bathtub or regular design (City’s Representative will specify the design style when placing the order) with a sealed back door. Containers are to be designed and constructed to be used with existing truck-mounted, hydraulic, roll-off equipment currently used by the City, without modification or adaptation.

C. CONSTRUCTION

1. Cross members: On 18” center, maximum distance

2. Longitudinal (skids): Minimum 6” x 2” x 1/4” structural tube for outside/inside

Galbreath hoist

3. Floor: Minimum 3/16” plate

4. Front Wheels: Two (2) 8” x 6”

5. Rear Wheels: Two (2) 8” x 10”

6. Front Rail Rollers: Minimum 4” diameter x 6” Width

7. Front and Sides: Minimum 10-gauge sheet

8. Tailgate: Minimum 10-gauge sheet reinforced with formed channel and two (2) butterfly hinges

9. Pull Plate: Minimum ¾” plate

10. Cable Hook: Minimum 1-¼” plate

11. Side Columns: 5” x 3” Columns on 33” centers or equivalent

12. Grease Fittings: All moving parts to be equipped with grease fittings for easy maintenance.

4.16. ORLANDO STANDARDS - FORTY (40) YARD ROLL-OFF CONTAINERS -

Width (approximate) …………….....7’

Length (approximate) ……………22’

Height (approximate) ……………..7’

B. DESIGN

Containers are to be open-top roll-off containers, of 40-yard capacity, bathtub or regular design (City will specify design at the time of order) with a sealed back door. Containers are to be designed and constructed to be used with existing truck-mounted, hydraulic, roll-off equipment currently used by the City, without modification or adaptation.

C. CONSTRUCTION

1. Cross members: On 18” center, maximum distance

2. Longitudinal (skids): Minimum 6” x 2” x 1/4” structural tube for outside/inside

Galbreath hoist

3. Floor: Minimum 3/16” plate

4. Front Wheels: Two (2) 8” x 6”

5. Rear Wheels: Two (2) 8” x 10”

6. Front Rail Rollers: Minimum 4” diameter x 6” Width

7. Front and Sides: Minimum 10-gauge sheet

8. Tailgate: Minimum 10-gauge sheet reinforced with formed channel and two (2) butterfly hinges

9. Pull Plate: Minimum ¾” plate

10. Cable Hook: Minimum 1-¼” plate

11. Side Columns: 5” x 3” Columns on 33” centers or equivalent

12. Grease Fittings: All moving parts to be equipped with grease fittings for easy maintenance.

4.17. LIDS - 36" X 41"

LID CONSTRUCTION

of minimum 1/8” for single walled lids and minimum 1/16” for double walled lids shall be used throughout lid construction. Each lid shall have integrally molded ribs to improve lid rigidity. Each lid shall have integrally molded and reinforced hinge points designed to accept a ½” diameter round hinge rod.

4.18. LIDS - 36" X 48"

LID CONSTRUCTION

4.19. LIDS - 36" X 58"

LID CONSTRUCTION

4.20. SLIDING SIDE DOORS

SLIDING SIDE DOOR CONSTRUCTION

Sliding side doors constructed of high-density polyethylene, carbon black material color and material thickness of minimum 1/8” for single walled sliding side doors and minimum

1/16” for double walled sliding side doors. Sliding side doors shall have integrally molded ribs to improve rigidity. Dimensions shall be approximately 30” x 30”.

5. STANDARD TERMS AND CONDITIONS

5.1. COMMUNICATIONS; QUESTIONS REGARDING SPECIFICATIONS OR

SUBMITTAL PROCESS

A. All communication and contact regarding this solicitation shall be directed to the

Purchasing Agent referenced on the cover page of this solicitation.

B. To protect the integrity of the solicitation process and ensure fair consideration of all respondents, a prohibited communication period is hereby established commencing as of the time of the issuance of this solicitation and terminating upon execution of a contract (or, if the solicitation is cancelled, upon cancellation of the solicitation).

1. Except for communication with the City’s designated point of contact set forth in this solicitation or as otherwise authorized by the City’s Chief Procurement

Officer, during the prohibited communication period, the City prohibits communication regarding the solicitation by a Respondent or potential

Respondent (or on a Respondent or potential Respondent's behalf) to or with any officer, elected official (including the Mayor and City Council), department, division, office, or employee of the City, or any other person or entity providing advice to the City related to this solicitation.

2. During the prohibited communication period, all contacts and communications regarding the solicitation by a Respondent, or potential Respondent, including their agents, representatives and others on their behalf, shall be directed to the City’s Procurement and Contract Services Division in the manner provided below in this solicitation, unless otherwise authorized by the City’s

Chief Procurement Officer.

3. Prohibited contact or communications during the prohibited communication period may result in disqualification from the solicitation process, rejection of the solicitation, or termination of any resulting contract as determined by the

Chief Procurement Officer. In addition, prohibited contact or communications may also be grounds for suspension and debarment of a Respondent or potential Respondent under the City’s Procurement Code.

C. Any questions by a Respondent relative to the interpretation of specifications or the submittal process shall be addressed in writing as indicated below. In order to be answered prior to the submittal deadline, questions must be received by the

Procurement and Contracts Division ten (10) days prior to the date set for the receipt of submittals. Any interpretation made to prospective Respondent with respect to questions submitted prior to the cut-off date for questions to be answered prior to the submittal deadline will be expressed in the form of an

Addendum to the specifications which, if issued, will be conveyed to all prospective Respondents no later than five (5) days before the date set for receipt of submittals. Oral answers and written answers not answered in an

Addendum issued by the Procurements and Contracts Division will not be binding.

D. Openings shall be public, on the date and at the time specified on the

Solicitation, with the total submittal amount being read aloud. It is the

Respondents responsibility to assure that their submittal has been entered online no later than the due date and time of the opening. The Respondent's name and verification of bond submittal, if applicable, will be publicly announced aloud at the opening.

5.2. RESPONDENT QUALIFICATION

Submittals will be considered from Respondents who have adequate personnel and equipment and who are so situated as to perform prompt service or provide required goods. The City reserves the right to request information or conduct an inspection of the

Respondent's facility and equipment prior to the award of the contract.

Submittals will be considered only from Respondents which are regularly engaged in the business as described in this solicitation; with a record of performance for a reasonable period of time, which have sufficient financial support, equipment, and organization to ensure that they can satisfactorily execute the service if awarded a contract under the terms and conditions herein stated.

The terms "equipment and organization" as used herein shall be construed to mean a fully equipped and well established company in line with the best business practice in the industry and as determined by the City.

5.3. ALTERATIONS/CHANGES TO PRICE FORM(S)

Respondent shall not change or otherwise alter the quantity or unit designations on the

Price Form(s). The unit price and total extensions must correspond to these designations.

Each line item will be extended as indicated (quantity x unit price). The unit price shall prevail.

5.4. ADDENDA

It is the Respondent's responsibility to contact the Procurement and Contracts Division prior to submitting a response to ascertain if any Addenda have been issued, to obtain all such Addenda, and return executed Addenda with the response, if applicable. All addenda information will be posted on the City's website

(https://procurement.opengov.com/portal/orlando).

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 27, 2025.