DQ1_407 Invitation for Quote BODO Storage Shed.pdf

State of Colorado DQ1 2015*407 Invitation for Quote

DQ1 2015*407

Bid quotes must be submitted to:

Department of Parks and Wildlife Raven Lopez, Purchasing Office

1313 Sherman St. Room 618, Denver, Co 80203 P-303-866-3203 X 4611

BIDS DUE: December 8, 2014 @ 11:00 AM (MST)

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

The Colorado Division of Parks and Wildlife is soliciting Quotes for A BODO Storage Shed

SECTION 01300 – SUBMITTALS

1. Provide the manufacturer's literature for products specified or approved equal products as stated in Section 6 of the General Requirements and Covenants for Capital Construction.

2. The following is the list of required submittals for this Contract. Refer to each Contract Section for any additional requirements for each submittal:

SECTION TITLE SUBMITTAL DESCRIPTION DATE

RETURNED

STATUS

01310 CONSTRUCTION

SCHEDULES

Schedule of Construction

02200 EARTHWORK Imported or Select Material Certified Gradation

Imported or Select Material Standard Proctor Test

03100 STRUCTURAL CONCRETE

FORMWORK

Placing Drawings, Bending and Cut

Sheet Schedules

03200

CONCRETE

REINFORCEMENT

Mill Test Reports for Each Shipment of Reinforcement

03301

CAST-IN-PLACE

STRUCTURAL

CONCRETE

Certified Concrete Design Mix

Laboratory Test Results

Aggregate: Gradation Analysis and

Specific Gravity

13121 PRE-ENGINEERED

METAL BUILDINGS

Shop drawings shall indicate the fabrication, assembly and erection details, sizes of all member and anchors

Foundation Design

Design Data and Certification

Color Samples

End of Section

SECTION 01310 - CONSTRUCTION SCHEDULES

1. CONSTRUCTION SCHEDULE SUBMITTAL:

Submit to the Engineer, 15 calendar days before commencing construction, a schedule of construction. The schedule shall include provisions for time necessary to acquire and provide shop drawings and product submittals, the allowed period for submittal review, time required for ordering and delivery of materials, a normal time period allowed based on climate, location of project, season of year, weather patterns for temperature, and precipitation conditions which reasonably will hinder or prevent construction progress.

The construction schedule shall be updated within 30 calendar days after starting work or upon issuance of any Contract Modification which substantially affects the scheduling, and monthly thereafter until completion.

Three copies of newly updated construction schedules shall be forwarded to the Engineer, as directed, immediately upon preparation.

2. PRODUCT DELIVERY:

Order products in a timely, properly sequenced manner so that delivery schedule of products corresponds with anticipated installation periods of these products.

SECTION 02200 - EARTHWORK

1. SCOPE OF WORK:

Furnish all labor, materials and equipment required to complete the work of the noted Sections of this Division described herein and on the drawings.

2. WORK INCLUDED:

The work shall include, but is not necessarily limited to, earthwork which shall include clearing and grubbing, excavating, filling, compacting, grading and related items.

3. MEASUREMENTS:

I. Stripping: Topsoil and other organic materials stripped shall not be measured but included in the related construction.

II. Excavation: Excavation shall not be measured but shall be included in the related construction.

Quantities shall not be measured for topsoil stripping, vegetation removal, fill, hauling from the borrow areas or material disposal, but included into the construction.

III. Compacted Fill: Compacted fill shall not be measured but shall be included in the related construction.

Quantities shall not be measured for hauling or other required earthwork operation, but included in the compacted fill.

IV. Waste Material: Waste material shall not be measured but shall be included in the related construction.

4. SUBMITTALS:

Refer to Section 01300 - Submittals, for requirements.

5. QUALITY ASSURANCE:

I. Classification of Soils: ASTM D 2487 and ASTM D 2488.

II. Density Relations of Soils: Maximum Dry Density as determined by ASTM D 698 or

AASHTO T 99 (Standard Proctor).

III. Density for Sands and Gravels: Relative Density Method ASTM D 4253 and ASTM D

4254.

IV. In-place Density Determination: Nuclear Method ASTM D 2922 or Sandcone

Method ASTM D 1556.

6. FIELD QUALITY CONTROL:

Quality control for earthwork shall be provided by the contractor. The engineer may, at any time, access the work area to perform quality control testing. Contractor shall allow access for such testing. No payment or claim will be granted for lost production during testing activities.

I. A qualified soil testing lab shall be retained to perform density testing, with field technicians working under the supervision of a Colorado registered professional engineer.

II. Density and moisture content testing shall be performed for every 500 cubic yards of in place fill, or at least two (2) tests per site.

III. Tests which fail density specification shall be reported verbally to the engineer within four (4) hours, either in person or via telephone.

IV. Soil within the failed area shall be subjected to additional compaction, moisture conditioning with additional compaction, or other corrective measures, and shall be retested. Implementation of corrective measures and retesting shall continue until the effected soil meets specification.

V. All test results, description of corrective measures, and retest results shall be provided to the engineer in writing within 48 hours of testing. Facsimile or electronic mail are acceptable forms of providing this information

VI. Any failed areas for which corrective measures and retesting do not document that the material meets specification shall be removed and replaced to specification at the contractors’ expense.

7. STRIPPING:

I. General: Stripping includes removal of topsoil and organic materials, existing subsurface debris and abandoned construction materials.

II. Stripping and Obstructions:

A. Remove the materials and obstructions previously described within the designated clearing limits staked by the Engineer to a maximum depth of 8 inches below the existing natural grade.

B. The stripped topsoil and other organic materials (roots, etc.) shall be transported and properly disposed of.

8. EXCAVATION:

I. Classification of Excavation: Excavation shall be classified as common unless otherwise specified.

A. Common Excavation:

Common excavation consists of grass, sod, humus, peat, earth, clay, sand, silt, gravel, hard and compacted materials, such as hardpan, loosely cemented gravel, soft or disintegrated rock and similar materials that can be removed by hand, heavy ripping equipment such as tracked equipment with a single ripper with a 15,000 pound pry-out force or a hydraulic excavator with a weight in excess of 50,000 pounds and a drawbar pull in excess of 40,000 pounds. Boulders and loose rock less than 1 cu. yd. are also classified as common excavation.

B. Rock Excavation (Blasting):

There shall be no blasting for this site.

II. Utilization of Excavated Material:

Suitable material removed from the excavations shall be used, as practical, in the earthfill and at other places as directed.

III. Disposal of Surplus and/or Waste Material:

Dispose of surplus and waste material where designated.

Grade areas for draining and a uniform appearance, blending into the surrounding grade.

9. EARTHFILL OPERATIONS:

I. Compacted Fill:

A. Lines and Grades:

Construct fills to the lines, grades, and cross sections as staked. Finished surfaces shall be generally smooth and pleasing in appearance.

B. Quality Assurance:

Maintain and protect fill in a satisfactory condition until completion of work. Replace fill material rendered unsuitable after being placed before final acceptance of the work.

No material shall be placed until the foundation has been inspected and approved.

II. Imported Fill:

Notify the Engineer when imported material is to be used and indicate where material is to be placed. Do not place imported fill until the Engineer has determined if tests will be required for the material, compaction or both.

Do not place brush, sod, frozen material or other perishable or unsuitable materials in the fill. Distribute material to avoid lenses differing substantially from the surrounding material.

Deliver material to achieve well and uniformly compacted fill.

Sieve size or designation

Percentage by Weight passing square mesh sieve sizes

2 inch 100

No. 4 30-100

No. 50 10-60

No. 200 5-20

A. In addition, this material shall have a liquid limit not exceeding 35 and a plasticity index of not over 6 when determined in accordance with AASHTO T 89 and AASHTO T 90 respectively.

III. Blading and Shaping:

Blading and shaping consists of grading along existing contours by filling of low areas and removing high spots. Finished surfaces shall be graded to drain, free of abrupt or irregular surface changes, and be generally smooth and pleasing in appearance.

IV. Density:

Place compacted fill in layers and compact by rolling and tamping to a minimum of 95% of maximum dry density as determined by ASTM D 698 or AASHTO T 99 (Standard Proctor).

V. Soil Content:

Material shall be free of sod, brush roots, other perishable material, and stones larger than 3 inches. Should any undesirable material be placed in the fill, remove prior to compaction. No frozen material shall be accepted or used.

VI. Placement:

Maintain the foundation free of water or unacceptable materials.

The distribution of material throughout a fill shall be such that there will be no lenses, pockets, streaks or layers of material differing substantially in texture or gradation from the surrounding material in the fill. After placement, spread the fill materials by approved equipment in layers before compaction of not more than 8 inches.

Material placed by dumping in piles or windrows shall be moved and spread by blading or other approved methods.

Compacted fill shall not be placed against a slope steeper than one horizontal to one vertical unless otherwise shown on the plans or approved. Do not place fill upon frozen surfaces or coverings of snow and ice.

VII. Moisture Control:

During the compaction operations the surface of the fill, and the material being placed shall be maintained within the moisture content range required to permit proper compaction to the specified density.

VIII. Compaction Process:

A. General:

After each layer of material has been placed, spread, and the required moisture content obtained, compact by passing a roller over the entire layer to the specified density.

Place in 6 inch layers and compact to the specified density with power tampers portions of the fill not accessible to rollers.

10. FINISH GRADING:

Perform finish grading for smooth transition between lines. Grades shall be free of abrupt or irregular changes.

SECTION 03100 - STRUCTURAL CONCRETE FORMWORK

The work shall include, but is not necessarily limited to, the construction of formwork for concrete structures.

3. SUBMITTALS:

4. QUALITY ASSURANCE:

I. Standards:

A. “Recommended Practice for Concrete Formwork", ACI 347 B. “Building Code Requirements for Structural Concrete”, ACI 318-08 C. "Chapter 19", International Building Code.

D. U.S. Product Standard PS 1-74 for Plywood.

E. Standard Grading and Dressing Rules No. 167 of the West Coast Lumber

Inspection Bureau.

5. MATERIALS:

I. Plywood:

Plywood shall be new or in new condition "B-B Plyform Class 1 Exterior" grade plywood, 5/8 inch minimum thickness.

II. Steel Panels:

Steel panels shall be flat steel sheet or plate of sufficient thickness, or braced sufficiently, to prevent noticeable deflection from pressure of concrete. Steel forms shall be galvanized and/or coated to prevent rust and staining.

III. Framing, Studding, and Bracing:

Framing, studding and bracing shall be "Standard" or "Construction" grade West Coast Species lumber.

IV. Form Ties:

A. Form ties shall be of a cone-type snap-tie configuration type or as approved by the Engineer. They shall have a minimum working strength when fully assembled of 3,000 pounds. Ties shall be adjustable in length permitting complete tightening of forms and of a type that leaves no metal closer than 1 inch to the surface. Wire ties will not be permitted.

B. Ties used in structures designed to contain water shall be Superior Concrete Specialties, Inc., 3M Waterseal Snap Tie or approval equal.

V. Form Coatings:

Coat surfaces of formwork prior to each pour with "Symons Magic Kote" form coating, by Symons Manufacturing Company, Des Plaines, Illinois, or approved equal, compatible with the forming system. Do not place concrete in forms until inspected and approved.

VI. Chamfer Strips:

Chamfer strips shall be (for all exposed edges) 3/4 inch, 45 bevel wood strips or reusable plastic triangular strips.

6. FORM CONSTRUCTION:

I. Construct forms to slopes, lines and dimensions shown, plumb, straight and sufficiently tight to prevent leakage, ACI 347, Chapter 2, Construction.

II. Securely brace, frame and shore forms to prevent displacement and to safely support construction loads, APA Form V 345.

III. Provide temporary openings in formwork, when needed, for concrete placement.

IV. All exposed external corners shall have chamfers of 3/4 inch.

V. Provide inspection and cleanout openings at the bottom of forms for columns, pilasters, walls over 8 feet in height, and for forms for irregularly shaped placement where cleaning and inspection from the top would be impractical.

7. EXECUTION:

I. Defective Work:

Any form movement or deflection during construction or finished surface variations in excess of the tolerances specified will be basis for rejection of cast-in-place product and requirement for replacement of same.

II. Removal of Forms:

A. Do not remove forms and supports until concrete has attained sufficient strength to support anticipated loads.

B. The listing below serves only as a guide in determining the minimum length of time required before removal of forms and is based on the use of Type II Portland Cement. When high early strength Portland Cement is used, the length of time listed below may be reduced to not less than one-third time listed, but not less than 1 day. Unless otherwise indicated the minimum length of time prior to removal of forms shall be 48 hours.

1. Walls in mass work - 24 hours.

2. Thin walls (12 inches or less) and sides of beams and girders – 48 hours.

3. Columns - 7 days.

4. Bottom forms and supports of beams, girders and slabs - 14 days.

C. Use methods of form removal which will not cause overstressing of the concrete.

Remove supports to permit the concrete to uniformly and gradually take the stress due to its own weight. Do not use high impact methods to remove supports.

D. Break back ties after concrete has cured sufficiently to maintain unbroken bond with steel rod.

III. Reuse of Forms:

A. Reused forms for exposed concrete work shall be reconditioned to "like new" condition. Reused forms shall be cleaned, repaired, and recoated before each reuse.

IV. Blockouts:

A. Where pipes, castings, or conduits pass through the walls, place such pipes or castings in the forms before pouring the concrete, or in special cases, with the express consent of the Engineer or as specified, build accepted boxes in the forms to make cored openings for subsequent insertion of such pipes, castings or conduits. Provide boxes or cores with continuous keyways and waterstop all the way around, and with slight flare to facilitate grouting and the escape of entrapped air during grouting.

SECTION 03200 - CONCRETE REINFORCEMENT

Sections of this Division described herein and on the drawings.

2. WORK INCLUDED:

The work shall include, but is not necessarily limited to, the furnishing and placement of reinforcing for structural concrete.

Quantities shall not be made for concrete reinforcement but included in related construction.

5. QUALITY ASSURANCE CONTROL:

I. Manual of Standard Practice for Detailing Reinforced Concrete Structures, ACI 315.

II. Manual of Standard Practices, Concrete Reinforcing Steel Institute.

6. PRODUCT DELIVERY, STORAGE AND HANDLING:

I. Deliver reinforcement to project site in bundles marked to coordinate with placement drawings.

II. Handle and store to prevent contamination from dirt, oil and other materials which will affect bond.

III. Store a minimum of 6" above ground and in locations where the material will not be subject to abuse.

7. PRODUCTS:

I. Reinforcing Bars:

Bars shall be deformed in accordance with ASTM A 615, ASTM A 616 and ASTM A 617 and formed of either intermediate or hard grades of steel unless otherwise specified. Steel shall have a 60,000 psi minimum yield point. Reinforcement shall be clean and free from loose rust, scale or other coatings that will reduce bond.

II. Welded Wire Fabric:

Wire mesh shall meet requirements of ASTM A 185, "Welded Steel Wire Fabric for Concrete Reinforcement".

III. Tie Wire: Steel, black, annealed, 16-gauge minimum.

IV. Metal Accessories:

Include all spacers, chairs, bolsters, ties, and other devices necessary for properly placing, spacing, supporting and fastening reinforcement in place.

Metal accessories shall be galvanized or plastic coated where legs will be exposed in finished concrete surfaces. Accessories shall conform to requirements of the Concrete Reinforcing Steel Institute (CRSI) "Manual of Standard Practice for Reinforced Concrete Construction."

Chairs and other accessories fabricated from concrete, ceramic or plastic may be used in place of metal accessories when approved by the Engineer.

V. Reinforcing Fibers:

Shall be Propex (www.propexinc.com), “Novomesh 950” or approved equal. Any approved equal shall be designed to resist both shrinkage and temperature cracking as well as flexural strength. Fiber-reinforcement shall be installed in all slabs in accordance with manufacturer’s recommendations. Fibers shall be used in concrete as indicated on the drawings.

8. EXECUTION:

I. Splices:

A. All effort shall be made to minimize the number of splices on the project.

When splices are used, splices shall meet Type B, ACI 318 requriements.

B. Tie lap splices securely with wire to prevent displacement of splices during placement of concrete.

C. Perform welded splices in accordance with AWS 12.1.

D. Lap wire fabric one full mesh minimum and tie with wire.

II. Remove dirt, grease, oil, loose mill scale, excessive rust, and foreign matter that may reduce bond with concrete.

III. Keep reinforcing in proper position during concrete placement.

IV. Maintain minimum concrete cover over reinforcement as specified in ACI 318 or as noted.

V. Reinforcing Fibers:

Add 1.5 pounds of reinforcing fibers per cubic yard of concrete at the plant or site, as directed by the Engineer. Fibers shall be uniformly distributed throughout the concrete by mixing at the rated time and speed.

http://www.propexinc.com/

SECTION 03301 - CAST-IN-PLACE STRUCTURAL CONCRETE

The work shall include, but is not necessarily limited to, the construction of concrete structures.

I. The structure shall be measured by the cubic yard of concrete.

II. Quantities shall not be measured for formwork, reinforcing steel, installation of various inserts and required earthwork, but shall be included in the related construction.

4. PRODUCTS:

I. Portland Cement:

Type II, low to moderate alkali, shall conform to CDOT 701.01 (ASTM C 150).

Low to moderate alkali cement will not be required upon approval of submittals certifying the use of non-reactive aggregate.

II. Admixtures:

A. Air-entraining admixture shall meet CDOT section 711.02 (AASHTO M 154).

B. Water reducing admixtures shall meet CDOT section 711.03 (AASHTO M 194).

C. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent Class F by weight. Fly ash shall conform to ASTM C

618. Fly ash must be a pre-approved product from a source listed on the Colorado Department of Transportation’s Approved Products List.

III. Aggregate:

A. Fine Aggregate:

Shall conform to CDOT 703.01 (AASHTO M 6).

B. Coarse Aggregate:

Shall conform to CDIT 703.02 (AASHTO M 80), except crushed hydraulic-cement concrete shall not be allowed.

Regular, CDOT Class D, concrete shall be made with ¾ inch (19.0 mm) nominal sized course aggregate.

IV. Mix Proportioning:

Concrete materials shall conform to the requirements of the Section 600 of the latest version of the Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction, and subsequent revisions thereto.

Concrete shall meet all of the following:

A. Regular Concrete:

1. CDOT Class D - Except as otherwise specified, concrete shall have a 28 day compressive strength of 4,500 psi, minimum.

2. Minimum cement content: 615 to 660 pounds of cement per cubic yard.

3. Maximum water to cement ratio, including aggregate surface moisture but excluding water of absorption of aggregate: 0.44.

4. Air entrainment content: 5 to 8 percent. Air content of trowel-finished interior concrete floors shall not exceed 3.0 percent

5. Slump: The maximum slump of the delivered concrete shall be the slump of the approved concrete mix design plus 1.5 inches.

V. Water Quality:

Mixing water shall be clean and free of oil, acid and injurious amounts of vegetable matter, alkalies and other impurities.

5. INSTALLATION:

I. Placing Concrete:

A. Concrete shall be placed only in the presence of the Engineer.

II. Consolidating Concrete:

A. Use mechanical vibrating equipment for consolidation.

III. Patching Formed Surfaces of New Concrete:

After the forms have been removed, all concrete surfaces shall be inspected and patch joints, voids, stone pockets or other defective areas permitted by the Engineer.

IV. Slabs On Subgrade:

Compact the foundation material to a minimum of 95% of maximum dry density as determined by ASTM or AASHTO T 99 (Standard Proctor). Place concrete of the required thickness and strike off at proper levels.

SECTION 13121 - PRE-ENGINEERED METAL BUILDINGS

Furnish all labor, material and equipment to complete the work of the noted Sections of this

Division described herein and on the drawings.

2. WORK INCLUDED:

The work shall include, but is not necessarily limited to, furnishing and erection of a pre-engineered metal building. The building shall be furnished with all materials and accessories required for a complete and weathertight building.

- Quantities shall not be measured for furnishing and erecting pre-engineered metal buildings.

- Quantities shall not be measured for the required concrete foundations or associated work but shall be a part of the total building construction.

5. COMPLIANCE WITH STANDARD AND INDUSTRY SPECIFICATIONS:

Any material or operation specified by reference to the published specifications of a manufacturer, The American Society for Testing and Materials (ASTM), the American Iron and Steel Institute (AISI), The American Institute of Steel Construction (AISC), The American Hot Dip Galvanizers Association (AHDGA), The American Welding Society (AWS), the Metal Building Manufacturers Association (MBMA), or other published standard shall comply with the requirements of the current specification or standard listed. In case of conflict between the referenced specification and the project specifications, the project specifications shall govern unless written approval is obtained from the Engineer.

6. ACCEPTABLE MANUFACTURERS:

American Buildings Company, Armco Building Systems, Butler, Chief Industries, Inc., Star

Manufacturing Company and Varco-Pruden or approved equal.

7. SYSTEM DESCRIPTION:

Buildings shall be a pre-engineered, clear-span, metal building system with a rigid steel frame. System design shall incorporate the specified doors, windows and accessories.

Doors, windows, louvers and other openings shall be formed and framed by the building framing.

The completed building shall be free of rattles, noise due to thermal movement, and wind whistles.

8. QUALITY ASSURANCE:

VII. Design:

The building system shall be a system designed in accordance with the latest MBMA Low Rise Building Systems Manual. The framing and panel systems shall support the design loads in accordance with MBMA Recommended Design Practices.

Live Loads:

Snow: 45 psf Roof: 40 psf.

Wind: 22.5 psf.

Uplift: Roof shall have UL 580 wind uplift Class 90 rating.

Snow:

- Girts to resist snow drift loads will be installed between 24 and 36 above foundation to support the siding.

- Fabrication of materials shall meet or exceed the fabrication tolerances specified in the MBMA Common Industry Practices.

- Welding of structural steel shall be in accordance with the AWS Structural

Welding Code.

- Building erector shall be authorized by the manufacturer to erect the building system.

9. MATERIALS:

VIII. Steel Framing:

Steel framing shall be factory primed with the manufacturer's standard priming paint.

Roof and Wall Panel Systems:

Roof panels shall be 24 gauge. Wall panels shall be 26 gauge.

Exterior Patterns:

Roof panels may have a standing seam or overlapping rib design. Wall panels may have a vertical groove, flush, or architectural ribbed pattern.

Texture:

Exterior face may have an embossed or smooth texture.

Exterior Finish:

Manufacturer's exterior grade, factory-applied, oven-cured, silicone-polyester or polyvinylidene-fluoride, finish system.

Interior Finish:

Manufacturer's interior grade, factory-applied, oven-cured, white polyester finish.

Flashings and Trim:

Metal flashings, trim, closures, and similar items shall be the manufacturer's standard items for matching the panel systems.

Fasteners:

Exposed fasteners shall be prefinished to match the building component surface.

Windows:

Window and frame units shall meet the requirements and recommendations of the

Aluminum Window Association and Architectural Aluminum Manufacturer's Association designed for the building.

Product Delivery:

Deliver windows in manufacturer's original unopened protective material or container, clearly marked with the manufacturer's name, size, and symbol on covering.

Structural Members:

24 gauge galvanized steel Glazing:

1/8 in. thick, double pane Screen Cloth:

16-18 mesh, plastic coated fibrous glass Hardware:

Windows shall be complete with all hardware and weatherstripping. Windows shall be equipped with integral head and sill flashing with jamb fins specially designed to match the wall panel profile and insure complete weathertightness.

Accessories:

Building accessories, including door shoes, threshold and weatherstripping for exterior door shall be the building manufacturer's standard product.

10. FABRICATION:

Panel units shall be fabricated in continuous vertical lengths to match the building dimensions. Horizontal seams in installed roof or wall panel systems will not be permitted.

Slope gutters a minimum of one-eighth inch per foot.

11. ERECTION:

The building shall be erected in accordance with the approved drawings and the erection plans and manual. Components shall be installed in the correct position and alignment.

The finished building shall be trimmed, closed, and sealed weathertight.

Materials which are loose, improperly fitted, or damaged shall be repaired or replaced.

Delivery:

Colorado Parks and Wildlife Durango Regional Office 415 Turner Drive Durango, CO 81303

Delivery must be made by May 15, 2015.

Warranty/Service Please provide description of the warranty and service provided.

Pricing

Item Warranty and Service Provided Price (Each)

BODO Storage Shed (per above specifications)

Total

How to Submit a Bid Response:

All vendors wishing to submit a bid response for this DQ must submit their proposal, including the Vendor Information sheet and Bid Pricing Sheet by one of the following methods:

Via email to DNR_CPW_Bids@state.co.us;

Delivery via USPS or other courier services

Personal delivery (hand delivered) to Colorado Parks and Wildlife, Procurement Office Attn: DQ1 2015*407, 1313 Sherman Street, Denver, CO 80203.

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

Questions about the Documented Quote All questions about the specific item being solicited for must be 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 in the head of Page 1.

mailto:DNR_CPW_Bids@state.co.us mailto:dnr_cpw_bids@state.co.us

Vendor Information

Delivery Date ________________________________________

F.E.I.N. ___________________________________________________

Company Name _____________________________________________

Physical Address _____________________________________________

City/State/Zip ________________________________________________

Order Address __ _____________________________________________

Remit to Address _____________________________________________

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

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

Pricing must include freight and shipping costs. State of Colorado will NOT pay for shipping and/or freight.

Vendor Requirements:

Vendors must be registered on Vendor Self-Service (VSS) in order to be considered responsive at the time of submission of the response. VSS and its registration information can be found at:

https://codpa-vss.hostams.com/webapp/PRDVSS1X1/AltSelfService https://codpa-vss.hostams.com/webapp/PRDVSS1X1/AltSelfService