Scope of Work_Hennepin Fisheries bldg (2).docx

ILLINOIS DEPARTMENT OF NATURAL RESOURCES

SCOPE OF WORK & PROJECT REQUIREMENTS

Date: October 29, 2018 File# 1-19-054

PROJECT TITLE: Construct Storage Building for Division of Fisheries

PROJECT NARRATIVE:

The Illinois Department of Natural Resources (IDNR) Office of Resource Conservation – Division of Fisheries, is in need of a new storage building. The Hennepin Canal Parkway State Trail is located at 16006 875 E Street, Sheffield, Illinois. This site is less than a mile south of Interstate 80. Refer to Attachments 1A and 1B for additional location information.

SCOPE OF WORK:

IDNR proposes to construct a 56’ x 36’ x 12’ pole storage building at Hennepin Canal Parkway State Trail. Bids will be accepted from general contractors to coordinate the entire project. The project shall include, but not necessarily limited to, vegetation removal, grading and site layout, installation of concrete base over an aggregate base, provide and erect of a pre-engineered metal pole building, installation of overhead doors, windows, and man-doors, exterior concrete pad, aggregate driveway, site grading, landscaping and any other work reasonably incidental to the completion of this project.

NOTE: IDNR will remove the existing building and contents, and concrete. IDNR will also terminate all utility connections. This new building is larger than the existing building and in a different overall location – see Attachment 4 for diagram. No portions of the existing building will be re-used.

ATTACHMENTS:

The following documents are included:

PROJECT SPECIFICATIONS & REQUIREMENTS:

A. Project Specifications:

1. General Conditions Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, tools and equipment necessary for the execution of the Work. The Contractor shall furnish his own work trailer, if needed, temporary restroom facilities, and secured equipment storage. IDNR shall provide emergency shelter for contractor employees in the event of serious weather conditions.

In addition, the Contractor will furnish his own trash dumpster for all garbage and debris associated with the construction project. The Contractor shall, at all times keep the premises free from accumulation of waste material or rubbish caused by his employees or Work and at the Completion of the Work, he shall remove all his rubbish from and about the building, and all his tools, scaffolding and surplus materials, and shall leave his work "broom clean" or its equivalent. The Contractor shall repair and otherwise make good any damage caused by this Work and leave the premises in the equivalent of the original condition.

The Contractor shall be responsible for verifying the locations of existing utilities. Where unmarked utility lines, underground obstructions or piping may be uncovered on the premises, the Contractor shall notify the Utility Company having jurisdiction thereof and take all necessary measures to prevent interruption of services that may be damaged or interrupted through Contractor's own negligence and be responsible for immediate repair and/or restoration at his expense.

Prior to trenching or excavating, contact JULIE (Joint Utility Locating Information for Excavation 1-800-892-0123) and the site manager to aid in locating all existing utilities The successful bidder shall sign a contract which will in its terms follow the provisions of these general conditions regarding payments, responsibility, liability, etc., and which will by reference include these provisions as contract documents. It shall be understood that this contract will be based on the quoted lump sum proposal. Bids will be awarded based on Lump Sum Amount.

2. Grading and Layout General Contractor shall layout all work and establish all working lines, levels, elevations and measurements. The pole building shall be oriented as identified by the IDNR regional engineer. The general contractor shall pre-grade the site by removing the vegetation. The finish concrete elevation of the new pole building shall match the elevations shown on Attachment 6 above the pre-existing grade around the entire building. Refer to Attachment 2 which provides basic dimensions and building layout.

The site currently consists of grass, shrubs, trees and an existing building. The Site Staff will remove the existing building and concrete before the project is started.

3. Excavation, Backfilling, and Compaction Remove approximately 115 cu yds of vegetation and topsoil, and other debris from the sub-base to achieve proper depth for CA-06 before compacting. Protect all utilities located within the construction zone. Compact earthen sub-base in accordance with Section 301 of the IDOT Standard Specifications, Adopted April 1, 2016.

Provide and install a minimum of 6-inches CA-6 stone aggregate over the entire footprint of the proposed pole building, concrete approach and aggregate driveway. In addition, stone aggregate shall extend six (6) inches beyond the exterior wall around the perimeter of the building. Stone aggregate shall be compacted to 95% standard proctor density in lifts not exceeding 4 inches. Aggregate base course shall be installed according to the requirement of Section 351 of the IDOT Standard Specifications adopted April 1, 2016.

4. Pre-Engineered Pole Building General Contractor shall provide and install a pre-engineered metal pole building in accordance with IDNR Standard Specification 13126. Refer to Attachment 3 for specific design requirements.

5. Doors and Windows General Contractor shall provide and install doors and windows as shown on the site diagram in Attachment 2. This project will require the following openings:

Doors and windows can be provided by the metal pole building manufacturer or by commercial door and window manufacturers. In either case, the general contractor shall submit product data from the manufacturer to the IDNR project engineer for review and approval. All doors and windows shall be installed with lockable hardware.

Overhead Garage Doors: General contractor shall provide and install three insulated overhead doors as shown on Attachment 2. Door must come with automatic door opener with one wired door button and at least two wireless door openers. Contractor shall install overhead door in accordance with the manufacturer’s instructions. After completing the installation, lubricate, test and adjust door to operate easily, free from warp, twist, or distortion and fitting weather tight for entire perimeter. Door openers shall be installed, coded, and tested for proper function.

Acceptable Manufacturer’s:

1. Hormann

2. Raynor Garage Doors

3. Wayne Dalton Commercial Doors

4. Overhead Door

5. Haas Door

6. C.H.I. Overhead Door

7. Ideal Door

8. Safe-Way Garage Door

9. Doorlink Manufacturing, Inc.

10. Clopay Garage Door

11. Windsor Door

12. Or approved equal

Man Doors: General contractor shall provide and install 36-inch hollow metal doors and frames at locations shown on Attachment 2. Doors shall be 1 ¾ inch hollow metal flush, fully welded construction with 22-gauge vertical rib core, 3-ft x 7-ft. Skin: 16-gauge steel sheets. Perimeter channels: 14-gauge steel, continuously welded. Provide 14-gauge hinge reinforcement and 16-gauge closer reinforcement. Finish shall be prime painted with two (2) coats of finish paint to match roof and trim color.

Finish Hardware shall include heavy duty steel butt hinges (4 ½ x 4 ½ 5-knuckle ball bearing); lever handle lock sets with dead bolt; door stops; and heavy-duty thresholds.

Set hollow steel frames accurately in location, in perfect alignment, plumb, straight and true. Brace frames to prevent displacement. Extend frame anchorages below fill and finishes. Anchor bottom of frames to floors with anchor bolts or with power fasteners.

Apply hardware in accordance with hardware manufacturer's instructions. Drill and tap for machine screws as required. Do not use self-tapping sheet metal screws. Anchor panels in place with concealed anchor clips or concealed bolting. Adjust door installation to provide uniform clearance at head and jambs and to contact stops uniformly. Remove and replace doors which are found to be warped, bowed or otherwise damaged and cannot be properly fitted in frames.

Acceptable Manufacturer’s:

1. Ceco Door Products, Brentwood TN

2. Curries Co., Mason City IA

3. The Kewanee Corp, Kewanee IL

4. Republic Builders Products, McKenzie TN

5. Steelcraft, Cincinnati OH

6. Or approved equal

Windows: General contractor shall provide and install aluminum clad wood windows at locations shown on Attachment 2. Windows shall be casement style aluminum clad windows with approximate dimensions of 42-inches high by 48-inches wide. Windows should be spaced as shown on Attachment 2. If commercial windows are installed, windows shall be manufactured by Anderson, Pella, or approved equal.

The wood frame shall be clear ponderosa pine or other suitable fine-grain lumber, kiln dried to a moisture content of 6-12 percent at time of fabrication and free of visible finger joints, blue stain, knots, pitch pockets, and surface checks larger than 1/32 inches wide by 2 inches long.

The aluminum cladding shall be the manufacturer’s standard aluminum formed sheet or extruded cladding mechanically bonded to the exterior wood sash and frame members.

6. Sealants and Caulking General Contractor shall provide sealants and caulking at all joints between system components as specified or recommended by the metal building manufacturer.

7. Crushed Stone Paving

The base material under the concrete slab, concrete approach and aggregate driveway, the General Contractor shall provide and install crushed stone on all sides of the pole building. The area requiring crushed stone is approximately 3776 square feet and the minimum thickness shall be 6 inches. Refer to attachment 4, 5, and 6 for additional information.

The base course shall be constructed in two or more layers of approximately equal thickness. Compact after each layer has been placed and spread to thickness, width, and contour to 95% of maximum density (Standard Proctor) in accordance with ASTM D698, before the succeeding layer is placed. The base course shall by CA-6 and conform to Article 1004 of the IDOT Standard Specifications, Adopted April 1, 2016.

8. Concrete Paving The contractor shall provide all necessary materials, equipment, and labor to place and finish the concrete floor, and approach.

Concrete shall be Class PV in accordance with Section1020 of the IDOT Standard Specifications, Adopted April 1, 2016, and meeting the following criteria:

· 3500 psi at 14 days

· 2”-4” slump

· Air entrainment 4% - 7%

Reinforcement Fabric shall be WWF 6x6 – W1.4/W1.4 supplied in sheets and reinforcement bars complying with the requirements of Section 508 and 1006.10 of the IDOT Standard Specifications, Adopted April 1, 2016.

At the contractor’s option, Synthetic Fiber Reinforcement (SFR) may be used in place of the welded wire fabric. The SFR shall be mixed into the concrete at the plant at a rate of 2 lb. / Cu.Yd.

Expansion joint material shall be ½ inch asphalt impregnated preformed joint filler conforming to ASTM D 1751, or ½ inch extruded closed cell polyethylene conforming to ASTM D 1752. Expansion joint material shall be provided with removable top strip to expose sealant trough. Sealant trough shall be sealed with a one compound urethane, pour grade, self-leveling elastomeric sealant.

Concrete Slab - The interior concrete floor shall be placed a minimum 8 inches thick, the same dimensions as the building. Finish floor elevation shall match elevations on attachment 6.

Exterior slab sloped a minimum ¼ inch per foot away from the building. Exterior slabs shall be placed monolithically with the adjacent interior slab section.

Concrete Approach – A 5 feet approach shall be placed a minimum 6 inches thick, across the width of the building. It shall be poured separately from the slab. It shall be sloped a maximum ¼ inch per foot away from the building.

Concrete Finishing - The interior concrete slab shall receive a machine trowel finish. The exterior slabs (aprons and stoops) shall receive a light broom finish.

Concrete Reinforcement – Welded Wire Fabric mats shall be placed at the middle of the concrete slab using chairs or cinder blocks to insure proper positioning. Hooking and lifting the reinforcement after concrete placement will not be allowed.

#6 or larger rebar shall be used to reinforce footing and tie footing into slab. Submit shop drawing for footing reinforcement.

Expansion Joints and Crack Control – Expansion Joints shall be provided at no less than 30 feet spacing longitudinally. Concrete slab shall be saw cut to a depth of 1 ½ inches on a spacing not to exceed 10 feet in both directions. Saw cutting shall occur within 24 hours of the concrete setting.

Curing – Concrete shall be cured using a sprayed on curing compound in accordance with Section 1020.13(a) of the IDOT Standard Specifications, Adopted April 1, 2016.

9. Steel Bollards The contractor shall install a steel bollard at each side of the overhead doors (4 total). The bollards shall be 6” diameter steel by 8’ in length. Bollards to be buried to a depth of 4’ in an 18” diameter hole filled with concrete. The bollards will then be filled with concrete and painted hazard yellow. Bollards to be placed immediately in front of the door opening and positioned to protect the door frames from equipment impact.

10. Electrical Conduit The contractor shall install a 3” electrical grade PVC pipe through the concrete foundation and slab to provide a raceway for future electrical wiring to the pole barn. Location will be determined by Regional Engineer in the field. The pipe will be installed per proper State of Illinois electrical codes. This will be the only PVC installed in the concrete.

11. Landscaping The contractor shall install fertilizer, Class 1 seed, and erosion control blanket accordance with Section 250 and 251.04 of the IDOT Standard Specifications, Adopted April 1, 2016 for all areas disturbed by their work.

B. Project Instructions and Notes:

1. Coordination of Work Activities:

All work activities and entry to the site must be coordinated with the site superintendent.

2. Deliverables and Staff Training:

Provide IDNR staff cleaning and maintenance recommendations regarding the various doors and windows on the new storage building.

3. Contractor’s Licensing and/or Certifications:

Contractor shall be responsible for compliance with all applicable contractor and trades person licensing with the appropriate State agency.

4. Independent Testing:

The Contractor shall pay all independent laboratory testing.

5. Submittals:

Submit for the approval of the DNR Project Architect/Engineer, shop drawings and product data for the following items:

a. Pre-engineered Metal Building Shop drawings: Shop drawings of the building submitted for review and approval shall bear the seal of a Registered Structural Engineer, licensed to practice in the State of Illinois, and verifying that the building design meets specific loading requirements and loads in accordance with the Uniform Building Code. See Attachment 3 for additional information.

b. Concrete Mix Design and concrete reinforcement data

c. Samples: Color samples for all exterior finishes including windows and doors.

d. Product Data: Product data and/or shop drawings shall be submitted for overhead doors, man doors, windows, and aggregate fill material.

e. Compaction/density tests shall be completed for the fill material below the concrete slab, approach and the aggregate driveway.

C. Project Requirements:

If marked YES, a project meeting will be held on January 11 at 11:00 a.m. to discuss the scope of work and view the work site. The meeting location will be held at the Hennepin Canal Parkway State Trail Visitor Center, 16006 875 E. Street, Sheffield, Illinois, 61361 in Bureau County. Office telephone is 815-454-2328.

2. Highway Permits The Contractor is responsible for contacting the appropriate County Superintendent(s) of Highways and/or other appropriate local officials concerning the proposed work activities on the project as they may relate to use of the County and local road system. Coordination of any activities of concern to the County or Township shall be the responsibility of the Contractor. Special attention shall be given to load limits and seasonal restrictions.

In accordance with 820 ILCS 130/5, the contractor and sub-contractor(s) shall make and keep, for a period of 5 years from the date of the last payment made on or after January 1, 2014 (the effective date of Public Act 98-328) on a contract or subcontract for public works, records of all laborers, mechanics, and other workers employed by them on the project.

No later than the 15th day of each calendar month, the contractor shall file a certified payroll for the immediately preceding month with the Department of Natural Resources.

5. Small Business Set-Aside The Contractor awarded the project must be registered as a small business, as required by the Small Business Set-Aside Program. (For complete requirements, to become registered, or to certify your business is in the Small Business Set-Aside Program, visit the Illinois Procurement Gateway (IPG) at https://ipg.vendorreg.com/ or call (217) 782-1270.

7. Construction Bond Pursuant to the Public Construction Bond Act (30 ILCS 550/), a construction bond shall be required if the project cost exceeds $50,000.

8. Permits and Licenses Permits and licenses necessary for the execution of the work shall be secured and paid for by the Contractor.

9. Utilities If applicable, before starting excavation, establish location and extent of underground utilities occurring in the work area. Contractor shall contact Joint Utility Locating Information for Excavators (J.U.L.I.E.) 800-892-0123.

10. New Products Unless otherwise specifically provided in the contract documents, all materials, equipment and products incorporated in the work under the contract shall be new and of a suitable grade for the purpose intended.

12. Specified Materials Quotes shall be based on providing all products exactly as required by the project specifications. Contractor may select from the list of acceptable manufacturers, or, for products specified only by reference or performance standards, select any product which meets or exceeds the specified standards, by any manufacturer, subject to the approval of DNR.

13. Final Cleaning Contractor shall clean-up all work related debris and construction materials and properly dispose off-site. The Contractor shall repair and otherwise make good any damage caused by the work and leave the premises in the equivalent of the original condition.

14. Warranty The Contractor warrants that all work provided under the contract will be in conformance with the contract and free from defects in workmanship, materials, and equipment for a period of one year from the goods acceptance date. See Section B. Project Instructions and Notes, for any extended warranties that may apply.

15. Change Orders Change orders must be determined by the DNR Architect/Engineer to be germane to the original contract and that the price is fair and reasonable. When changes in or modifications to the work become necessary, the Contractor shall submit an itemized cost for the work and shall include appropriate documentation to support the cost for the labor, material and equipment.

16. Inducement Resolution All or a portion of this project may be paid or reimbursed from the proceeds of tax-exempt bonds subsequently issued by the State.

17. Payment Payments, including late payment charges, will be paid in accord with the State Prompt Payment Act and rules when applicable, 30 ILCS 540/; 74 III. Adm. Code 900. This shall be the Contractor’s sole remedy for late payments by the State. Payment terms contained in Contractor’s invoice(s) shall have no force or effect.

18. Bid Submittal

Electronic bids should be submitted through BIDBUY website. Refer to the BIDBUY Solicitation documents.

19. Bid Submittal Date and Time

BIDBUY website will have this information. Refer to the BIDBUY Solicitation documents.

1365 W. Castle Road Oregon, IL, 61061

16006 875 E. Street Sheffield, IL. 61361

16006 875 E. Street Sheffield, IL. 61361