DQ1 2016 1486 Bid Solicitation Document.pdf

State of Colorado Documented Quote

DQ1 2016*1486

BIDS DUE: May 23, 2016 by 3pm MST

All Bids shall be submitted F.O.B. Destination unless Otherwise Specified Per the attached specifications, terms, and conditions

Bidders are urged to read the bid thoroughly before submitting a bid.

Issuing Office This Request for Documented Quotations (DQ1) is issued by the State of Colorado, Department of Natural Resources, on behalf of the Colorado Division of Parks and Wildlife. All contact regarding this solicitation is to be directed to:

Department of Parks and Wildlife Lisa Hollerbach, CPW Purchasing Office

1313 Sherman St., Room 618, Denver, Co 80203 P-303-866-3203 X 4695 or emailed to:

Email: dnr_cpw_bids@state.co.us

Purpose The purpose of this Request for Documented Quotation is to obtain competitive quotations from qualified individuals and firms for one (1) Truss Floating Boat Dock.

All prospective vendors must meet or exceed the listed specifications in order to be considered responsive.

Bidders are responsible for addressing information to address products being bid that must include published information, such as brochures, descriptions, or other information made available in the general course of the vendor's business.

It is the intent of Colorado Parks and Wildlife to make one award to one vendor from this solicitation.

The determination of the equivalency of proposed substitute(s) of equipment rests solely with Colorado Parks and Wildlife.

file://dowdenfs01/LegalSvcs/!Purchasing/CPW%20FY15/FY15%20SOLICITATIONS/DQ1%202015_603%20Skid%20Steer%20Loader/dnr_cpw_bids@state.co.us

Page 2 of 19 DQ1 2016*1486

Specifications for one (1) Truss Floating Boat Dock

Model Description Truss Floating Boat Dock

Quantity Needed: 1

Design Information Structures should be designed for resistance in accordance with Chapter 21, “Harbor Engineering”, American Civil Engineering Practice, 1956.

This structure and system shall be designed to withstand storm conditions of up to 1’6” waves on a periodic, but not continual basis

A uniformly distributed wind load of 15 psf (77 mph) is to be applied assuming 100% boat occupancy.

All finger docks and their connections to the main dock shall be designed to resist the impact of the largest boat normally using this slip, striking the end of the finger dock at a maximum angle of 10 degrees to the center line of that finger dock at a velocity of 3 fps or less

Docks are to be designed to withstand the forces of non-moving ice only

Dead load shall be the entire weight of the floating dock and all permanent equipment as called for in the drawings and specifications

Live loads shall be 25-30# psf minimum unless otherwise specified

Deck Surfaces shall maintain a minimum concentrated 400#, applies over a 12” x 12” area

Positively prevent torsion, racking and twisting by providing sufficient built-in torsional resistance to prevent no more than 3” variation in normal freeboard at the free end of all dock units under any possible combination of normal loadings

Free board under deal load only shall be 21” to 24” unless otherwise specified

Freeboard under dead and 25# psf live load shall not be less than 12”

Material for Floating Docks Structural framing shall provide a suitable access for utilities

Welding All welding is to be AWS standards

All weldments will be galvanized after fabrication in accordance with ASTM A-123

Bolting Bolts, nuts and washers for galvanized structures shall

Page 3 of 19 DQ1 2016*1486 be in accordance with ASTM A-325 or A-490 or better

Bolts, nuts and washers shall be hot dipped galvanized or mechanically galvanized

The coating thickness shall be a minimum that corrosion of non-wear surfaces does not appear during the warranty period (Stainless steel fasteners may be substituted for protected steel)

All steel members shall be hot dipped galvanized after fabrication, in accordance with ASTM A-123

Field Connections between Dock Modules Factory assembled sections shall be connected at the job site by flexible connections or thru bolted

Dock connections shall be designed to carry loads imposed on the structure and shall not protrude above the dock surface

Connector bolts shall be located so that they are easily inspected, tightened or replaced

Connector bolts, nuts and washers shall be protected by hot dipped galvanized, zinc plating or cadmium plating

Connectors for steel structures shall be in accordance with ASTM A-325 or A-490

Decking Deck Boards 2” x 6” MCQ pressure treated deck boards OR Concrete Pavers 2’ x 2’ or 1’ x 3’ with mesh reinforcement and steel band (Stainless steel band to be concealed just inside parameter of paver) OR Polypropylene Composite Dura Life Siesta Deck 100 psf

@ 24” OC

Nailing strips shall be yellow pine MCQ #2 or better

The wood shall be pressure treated with the following treatment in accordance with the American Wood Preservers Bureau Standards:

MCQ (Micronized Copper Azole) Preservative in accordance with AWPB Standards. Lumber shall be air-dried or kiln dried after treatment so that the remaining moisture content will produce a minimum of shrinkage

Deck boards should not have sap or free flowing preservative on the walking surface

Workmanship Deck boards shall run width wise on the dock units

Deck boards shall be supported at maximum 2’ centers and be mounted on a level support member from edge to edge of the dock unit

Page 4 of 19 DQ1 2016*1486

Deck boards shall be free of wane on the walking surface and be “bark side” up as much as possible to reduce cupping

Framing The truss frame is to be manufactured from 2” x 2” x 3/16” angle and .5” round rod

The truss frame is to be 12” tall

Frames are completely welded and hot dipped galvanized

All welding is to be AWS standards

All weldments will be galvanized after fabrication in accordance with ASTM A-123

Floatation Units The flotation units should be securely bolted with not less than 3/8” hot dipped galvanized hex bolts to prevent the units from coming loose during normal operating conditions and yet be attached in such a manner that they can be easily replaced if necessary

Material used in attaching flotation units to the structural frame shall have a life expectancy as long as the unit itself

Shall be designed and supported so that no damage occurs during shipping, handling or under normal use

Flotation material will be expanded polystyrene meeting Coast Guard Standards and is 1.0-1.5” per cu ft in accordance with Class I ASTM D-2125-62T and Corp of Engineers Regulation #36 CFR Part 327

The manufacturer shall provide test reports from independent testing stating that the foam does not adsorb more than 3# of water per cubic foot and provide a 12 year warranty on float drums

The encasement shall provide 100% protection to all surfaces of the flotation material and not be punctured to attach

The encasement will be high-density polyethylene, black in color and the average wall thickness .150’ on all encasements

Density shall be .935 GMS/cc or above

Units must be at least 109,000 PSI

Cleats Cleats shall be located where shown on the plans

Exact location of cleats shall be as close to the outside edge of docks as possible and in such a location that tightening of bolts and nuts holding cleats is as easy as possible

Cleats shall be malleable iron, hot dipped galvanized

Page 5 of 19 DQ1 2016*1486

Cleat style and minimum size shall be 10” with a minimum of 3 cleats per boat

Bolts, nuts and washers shall be an adequate size and strength for tying up boats normally suing the slip

Accessories, Bumpboard All docks shall have wood bumpboard attached at all locations where boats can come in contact with the dock

Shall be nominal 2” x 6” unless noted otherwise on the drawings

Shall be of the same treatment and quality as called for and furnished as decking

Will be attached through the frame with not less than 3/8” flat head elevator bolts or carriage bolts flush with wood on a maximum of 2’ spacing Bolts, nuts and washers shall be hot dipped galvanized

Vinyl Rubrail Boat bumpers shall be PVC

Minimum height shall be 3” and 1.10” deep

Material thickness shall be a minimum of .125” with a minimum of 1” top flange and .75” minimum bottom flange

Bumper shall be attached to the wood rubrail with stainless fasteners spaced at a maximum of 6” centers in both flanges of the bumpers

All handrail mounted to truss docks will be from 2” galvanized hand rail tubing and Hollaender fittings

Top rail shall be 42” from walking surface and be smooth with no sharp edges, burrs etc. to be smooth for hand contact

A safety cap will be put on each end of top and mid rail

Mid rail to be 21” for walking surface and finished in same manner as above

Gangways or Ramps The slope of gangways or ramps shall be no more than 3 to 1 under normal conditions unless otherwise specified

The aluminum gangways or ramps shall be designed for a 50# sq ft minimum structural live load with deflection under dead and live load not to exceed 1/180

Handrails shall be designed so that the top and middle will take a 200# concentrated load in any direction

The top rail shall be 42” from the walking surface and be smooth with no sharp corner, burrs etc. so as to make a smooth member for hand contact

An intermediate rail shall be provided at approximately

Page 6 of 19 DQ1 2016*1486

24”. This shall be of the same material and finish as the rest of the gangway or ramps

Extra flotation shall be provided under the dock or ramp to prevent excess deflection of the dock under normal live and dead load conditions. This flotation shall be of the same type and design as used for the floating docks

The gap between the gangway or ramp and shore connector shall be not more than 2”. There shall be no step up or down between shore and the ramp

The bottom of the gangway or ramp shall be designed to land flush with the floating dock, unless otherwise specified

Delivery The Truss Floating Boat Dock must be delivered to:

Jackson Lake State Park

26363 MCR 3

Orchard, CO 80649

Delivery must be made on or before 8/15/2016

Insurance A. The contractor shall obtain, and maintain at all times during the term of this contract, insurance in the following kinds and amounts:

1) Automobile Liability Insurance covering any auto (including owned, hired and non-owned autos) with a minimum limit as follows: $1,000,000 each accident combined single limit.

Inquiries Vendors may make written inquiries concerning the solicitation and its specifications. No inquiries will be accepted after the date and time specified in the Schedule of Activities, Inquiry Deadline. Questions must be submitted in writing on the proposer’s letterhead to:

Lisa Hollerbach Department of Natural Resources

Division of Parks and Wildlife Email Address: dnr_cpw_bids@state.co.us

Inquiries sent by fax will not be accepted. The preferred method for submitting inquiries is via email as an attachment that can be opened by Microsoft Word 2003 or 2007. The answers to the written inquiries received by the deadline stated will be answered and these answers will be posted in a new document that will be posted on VSS by the deadline stated in the Solicitation Schedule.

mailto:dnr_cpw_bids@state.co.us

Page 7 of 19 DQ1 2016*1486

All questions about the specific item(s) being solicited for must be posted on the VSS site or emailed to the CPW Purchasing Agent in charge of the Documented Quote at dnr_cpw_bids@state.co.us

If you have questions about the process to submit a bid response, please call the CPW Purchasing Agent in charge of the solicitation, identified on Page 1.

Solicitation Schedule

Bid Posted May 16, 2016

Written Inquiry Deadline May 18, 2016 by 3pm MST

Answers to Written Solicitation Questions to be posted on VSS

May 19, 2016 by 3pm MST

Bid Closes May 23, 2016 at 3pm MST

Bid Award Expected by May 24, 2016

ColoradoVSS Website This solicitation is published using the ColoradoVSS.; www.colorado.gov/vss. Solicitation documents and information (including any amendments or modifications) will be updated with revisions on this site.

Vendor Recommendations

It is recommended that Vendors register on the Vendor Self-Service (VSS) website. Vendors will receive email notifications about current bid opportunities with the State of Colorado.

VSS and its registration information can be found at: https://codpa-vss.hostams.com/webapp/PRDVSS1X1/AltSelfService

NOTE: Vendors that were registered in the state BIDS system prior to the implementation of the VSS system on July 1, 2014, and are having trouble registering in VSS, please contact the purchasing agent in charge of the solicitation and they will assist you.

Colorado Purchase Order A Purchase Order will be issued to the awarded bidder. The Purchase Order will include all documents associated with the bid including this Request for Documented Quotation, the bidder’s response and the Colorado Purchase Order Terms and Conditions, which are attached to this solicitation.

Service Disabled Veteran Owned Small Businesses (SDVOSBs) SDVOSBs, who are incorporated or organized in Colorado or maintain a place of business or have an office in Colorado and who are officially registered and verified as a SDVOSB by the Center for Veteran Enterprise within the U.S. Department of Veterans Affairs. (www.vip.vetbiz.gov), may receive a 5% mailto:dnr_cpw_bids@state.co.us http://www.colorado.gov/vss https://codpa-vss.hostams.com/webapp/PRDVSS1X1/AltSelfService https://codpa-vss.hostams.com/webapp/PRDVSS1X1/AltSelfService

Page 8 of 19 DQ1 2016*1486 preference on their bid. This preference applies only to the price, and the SDVOSBs must still meet all other qualifications required in the bid.

SDVOSBs claiming this preference shall submit documentation of SDVOSB certification Issued through the U.S. Department of Veterans Affairs in their response to the solicitation. Bid submissions without this documentation will not be given a preference.

Residence Bidder Preference When a contract for commodities or services is to be awarded to a bidder, a resident bidder shall be allowed a preference against a nonresident bidder equal to the preference given or required by the state in which the nonresident bidder is a resident.

If the bid or contract price exceeds $500,000 for State Funded projects, the following apply:

a) Colorado statute (§8-19-104 C.R.S.) requires that a comparable percentage disadvantage be applied to a bid from a contractor based in a state that provides a percentage bidding preference. More information is available at www.colorado.gov/spo.

b) A good faith effort must be made by the Contractor to report the use of foreign goods on any public works project. Upon completion of the project, the contractor must report to the Project Manager the total cost and country of origin for each of the five most costly goods used in the project, (§24-103-210 C.R.S.).

How to Submit a Bid Response All vendors wishing to submit a bid response for this Documented Quotation must submit their proposal that includes:

1) The Bid Pricing (Page 9)

2) The Specification Verification (Pages 10-18)

3) The Vendor Information Sheet (Page 19)

4) Auto Insurance Certificate and

5) Current Vendor W-9, if applicable, by one of the following methods:

Via email to DNR_CPW_Bids@state.co.us;

Delivery via USPS or other courier services or;

Personal delivery (hand delivered) to Colorado Parks and Wildlife, Procurement Office Attn:

DQ1 2016*1486, 1313 Sherman Street, Denver, CO 80203.

Failure by the vendor to submit items #1, #2, #3 and #4 above shall be deemed a non-responsive bid and will not be evaluated. Vendors may submit additional information if it assists in explaining their bid, but cannot replace or be provided in lieu of items #1, #2, #3 and #4 above.

PLEASE NOTE: All bids must be received in the Procurement Unit at 1313 Sherman, Denver, CO 80203 by the bid closing time or the bid will not be accepted – NO EXCEPTIONS

Attachments:

Colorado Purchase Order Terms and Conditions

W-9 (Required if not registered in VSS) http://www.colorado.gov/spo mailto:DNR_CPW_Bids@state.co.us

Page 9 of 19 DQ1 2016*1486

SUBMITTAL

Pricing for one (1) Truss Floating Boat Dock

Item Price/Each

One (1) Truss Floating Boat Dock (per above specifications)

Warranty time period

What does the warranty cover?

Total amount of bid: $

Page 10 of 19 DQ1 2016*1486

Truss Floating Boat Dock Specification Verification

Description Truss Floating Boat Dock Vendor Specifications – REQUIRED! Does your bid item meet the published specs?

Quantity Needed: 1 Yes No If No, Identify your bid item specifications

Design Information Structures should be designed for resistance in accordance with Chapter 21, “Harbor Engineering”, American Civil Engineering Practice, 1956.

This structure and system shall be designed to withstand storm conditions of up to 1’6” waves on a periodic, but not continual basis

A uniformly distributed wind load of 15 psf (77 mph) is to be applied assuming 100% boat occupancy.

All finger docks and their connections to the main dock shall be designed to resist the impact of the largest boat normally using this slip, striking the end of the finger dock at a maximum angle of 10 degrees to the center line of that finger dock at a velocity of 3 fps or less

Docks are to be designed to withstand the forces of non-moving ice only

Dead load shall be the entire weight of the floating dock and all permanent equipment as called for in the drawings and specifications

Page 11 of 19 DQ1 2016*1486

Live loads shall be 25-30# psf minimum unless otherwise

Deck Surfaces shall maintain a minimum concentrated 400#, applies over a 12” x 12” area

Positively prevent torsion, racking and twisting by providing sufficient built-in torsional resistance to prevent no more than 3” variation in normal freeboard at the free end of all dock units under any possible combination of normal loadings

Free board under deal load only shall be 21” to 24” unless otherwise specified

Freeboard under dead and 25# psf live load shall not be less than 12”

Material for Floating Docks Structural framing shall provide a suitable access for utilities

Welding All welding is to be AWS standards

All weldments will be galvanized after fabrication in accordance with ASTM A-

Bolting Bolts, nuts and washers for galvanized structures shall be

325 or A-490 or better

Bolts, nuts and washers shall be hot dipped galvanized or mechanically galvanized

Page 12 of 19 DQ1 2016*1486

The coating thickness shall be a minimum that corrosion of non-wear surfaces does not appear during the warranty period (Stainless steel fasteners may be substituted for protected steel)

All steel members shall be hot dipped galvanized after fabrication, in accordance with ASTM A-123

Field Connections between Dock Modules

Factory assembled sections shall be connected at the job site by flexible connections or thru bolted

Dock connections shall be designed to carry loads imposed on the structure and shall not protrude above the dock surface

Connector bolts shall be located so that they are easily inspected, tightened or replaced

Connector bolts, nuts and washers shall be protected by hot dipped galvanized, zinc plating or cadmium plating

Connectors for steel structures shall be in accordance with ASTM A-325 or A-490

Page 13 of 19 DQ1 2016*1486

Decking Deck Boards 2” x 6” MCQ pressure treated deck boards OR Concrete Pavers 2’ x 2’ or 1’ x 3’ with mesh reinforcement and steel band (Stainless steel band to be concealed just inside parameter of paver) OR Polypropylene Composite Dura Life Siesta Deck 100 psf

@ 24” OC

Nailing strips shall be yellow pine MCQ #2 or better

The wood shall be pressure treated with the following treatment in accordance with the American Wood Preservers Bureau Standards:

MCQ (Micronized Copper Azole) Preservative in accordance with AWPB Standards. Lumber shall be air-dried or kiln dried after treatment so that the remaining moisture content will produce a minimum of shrinkage

Deck boards should not have sap or free flowing preservative on the walking surface

Workmanship Deck boards shall run width wise on the dock units

Deck boards shall be supported at maximum 2’ centers and be mounted on a level support member from edge to edge of the dock unit

Deck boards shall be free of wane on the walking surface and be “bark side” up as much as possible to reduce cupping

Page 14 of 19 DQ1 2016*1486

Framing The truss frame is to be manufactured from 2” x 2” x 3/16” angle and .5” round rod

The truss frame is to be 12” tall

Frames are completely welded and hot dipped galvanized

All welding is to be AWS standards

All weldments will be galvanized after fabrication

Floatation Units The flotation units should be securely bolted with not less than 3/8” hot dipped galvanized hex bolts to prevent the units from coming loose during normal operating conditions and yet be attached in such a manner that they can be easily replaced if necessary

Material used in attaching flotation units to the structural frame shall have a life expectancy as long as the unit itself

Shall be designed and supported so that no damage occurs during shipping, handling or under normal use

Flotation material will be expanded polystyrene meeting Coast Guard Standards and is 1.0-1.5” per cu ft in accordance with Class I ASTM D-2125-62T and Corp of Engineers Regulation #36 CFR Part 327

Page 15 of 19 DQ1 2016*1486

The manufacturer shall provide test reports from independent testing stating that the foam does not adsorb more than 3# of water per cubic foot and provide a 12 year warranty on float drums

The encasement shall provide 100% protection to all surfaces of the flotation material and not be punctured to attach

The encasement will be high-density polyethylene, black in color and the average wall thickness .150’ on all encasements

Density shall be .935 GMS/cc or above

Units must be at least

109,000 PSI

Cleats Cleats shall be located where shown on the plans

Exact location of cleats shall be as close to the outside edge of docks as possible and in such a location that tightening of bolts and nuts holding cleats is as easy as possible

Cleats shall be malleable iron, hot dipped galvanized

Cleat style and minimum size shall be 10” with a minimum of 3 cleats per boat

Bolts, nuts and washers shall be an adequate size and strength for tying up boats normally suing the slip

Page 16 of 19 DQ1 2016*1486

Accessories, Bumpboard All docks shall have wood bumpboard attached at all locations where boats can come in contact with the dock

Shall be nominal 2” x 6” unless noted otherwise on the drawings

Shall be of the same treatment and quality as called for and furnished as decking

Will be attached through the frame with not less than 3/8” flat head elevator bolts or carriage bolts flush with wood on a maximum of 2’ spacing Bolts, nuts and washers shall be hot dipped galvanized

Vinyl Rubrail Boat bumpers shall be PVC

Minimum height shall be 3” and 1.10” deep

Material thickness shall be a minimum of .125” with a minimum of 1” top flange and .75” minimum bottom flange

Bumper shall be attached to the wood rubrail with stainless fasteners spaced at a maximum of 6” centers in both flanges of the bumpers

All handrail mounted to truss docks will be from 2” galvanized hand rail tubing and Hollaender fittings

Top rail shall be 42” from walking surface and be smooth with no sharp edges, burrs etc. to be smooth for hand contact

A safety cap will be put on each end of top and mid rail

Page 17 of 19 DQ1 2016*1486

Mid rail to be 21” for walking surface and finished in same manner as above

Gangways or Ramps The slope of gangways or ramps shall be no more than 3 to 1 under normal conditions unless otherwise

The aluminum gangways or ramps shall be designed for a 50# sq ft minimum structural live load with deflection under dead and live load not to exceed 1/180

Handrails shall be designed so that the top and middle will take a 200# concentrated load in any direction

The top rail shall be 42” from the walking surface and be smooth with no sharp corner, burrs etc. so as to make a smooth member for hand contact

An intermediate rail shall be provided at approximately 24”. This shall be of the same material and finish as the rest of the gangway or ramps

Extra flotation shall be provided under the dock or ramp to prevent excess deflection of the dock under normal live and dead load conditions. This flotation shall be of the same type and design as used for the floating docks

Page 18 of 19 DQ1 2016*1486

The gap between the gangway or ramp and shore connector shall be not more than 2”. There shall be no step up or down between shore and the ramp

The bottom of the gangway or ramp shall be designed to land flush with the floating dock, unless otherwise

Page 19 of 19 DQ1 2016*1486

Vendor Information

Company Name

Address

City/State/Zip

Phone/Fax

Email Address

Signature

Typed/Printed Name

Title

Date

Have all requirements for this solicitation, as stated above, been met? Yes No

Do you accept Colorado PO Terms and conditions? Yes No

Have you included your vendor W-9? Yes No If no __________________________________

Have you included a copy of the Auto Policy? Yes No If no ___________________________

All costs, including delivery, trade-in value and discounts, shall be figured into the final bid price. State of Colorado will NOT pay for shipping and/or freight.