A02_-_Scope_of_Work.pdf

LAKE SHELBYVILLE PROJECT

Storage Shed

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

1. GENERAL

1.1. Scope. The contractor shall supply all labor, equipment, materials and supplies necessary for the execution of work performed on erecting a 48’x 56’ storage shed. This solicitation includes optional line items that may be awarded. The optional line items will include removal of approximately 150’ of chain link fence, removal of 12’ x 12’ storage shed with concrete slab, install new fence gates with hardware and supplying, grading, and leveling ca-6 aggregate material for the shed floor.

1.2. Location. Okaw Bluff Group Camp, Address: 865 St. Hwy. 32, Sullivan, IL 61591; GPS Coordinates: 39 31 52.45N 88 36 25.93W See Appendix A

1.3. Earth work. The contractor is responsible for correcting surrounding areas disturbed during work, which shall include leveling of ground and reseeding of grass.

1.4. Contracting Officer. The term "Contracting Officer" (KO) means the person executing this contract on behalf of the Government, and any other officer or civilian employee who is properly designated Contracting Officer; and the term includes, except as otherwise provided in this Contract, the authorized representative of a Contracting Officer (COR) acting within the limits of their authority.

1.5. Work Schedule. The services listed herein shall be performed during the contract period of performance, within 90 business days after issuance of “notice to proceed document”.

Work will be performed Monday through Friday, between the hours of 0700 to 1630hrs.

No work will be allowed on federal holidays or the Friday before a holiday weekend.

The government will require the submission of a work schedule to include times, dates, and duration.

1.6. Equipment and Material. The Contractor shall furnish all supplies and materials to complete contract requirements. Contractor is responsible for all waste, debris and disposal of old materials as well as new construction trash off government property.

Contractor shall maintain sufficient equipment suitable to perform the work. Equipment shall be maintained in a safe operating condition.

1.7. No materials, equipment, labor, or power will be provided by the government, electric may be available at work site location.

1.8. Keys. If Government keys are issued to the contractor, work will not be considered completed and accepted until the keys are returned to the government’s key control officer. If Key(s) are lost and/or not returned a deduction fee of $500.00 per key will be made from payment. The contractor shall not reproduce Government furnished keys.

1.9. Caution. The work area is located in heavily used recreational areas. Expect vehicular and pedestrian traffic. All bidders are encouraged to inspect the work area prior to bidding. WARNING: IN NO EVENT WILL A FAILURE TO INSPECT THE SITE

CONSTITUTE GROUNDS FOR PRICE ADJUSTMENTS AFTER BID OPENING.

The contractor shall ensure each work site is safely secured prior to leaving unattended.

1.10. Safety. All work shall be performed in accordance with safety requirements set forth in the Corps of Engineers Manual, EM 385-1-1, entitled “Safety and Health Requirement Manual”, 30 November 2014. An electronic copy can be obtained online.

The Contractor shall be responsible for complying with the current edition and all changes posted on the web. All equipment and materials will be inspected by the Government. The COR will notify the Contractor of any noncompliance with these provisions. The Contractor shall, after receipt of such notice, immediately take corrective action. Such notice, when delivered to the Contractor, shall be deemed sufficient for the purpose. If the Contractor fails or refuses to comply promptly, the COR may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop orders shall be made the subject of claim for extension of time or for excess costs or damages by the Contractor.

Compliance with the provisions of this clause by subcontractors will be the responsibility of the Contractor.

1.10.1 Fall protection. See section 21 in the Safety and Health Requirements manual.

1.10.2 Toilets. Contractor shall furnish toilets for the duration of the contract. See section 02.E.02 in the Safety and Health Requirements manual.

1.11. Payment. Payments will be made by electronic funds transfer (EFT). The contractor is responsible to be capable of accepting such payments. No payment will be made until work has been completed, inspected and approved by the COR. No additional payment will be made for contractor-furnished equipment, materials, and personnel not previously included within this contract. Invoices shall contain the following information:

a) Contractor’s name and address exactly as it appears on the contract

b) Contract number

c) Item number

d) Contract description of supplies or services as specified

e) Quantities

f) Unit

g) Unit price

h) Extended totals

i) Labor hours expended

j) Payroll for all workers and subcontractors

1.12. Contacts. The person of contact for this contract is Shane Corley, office phone:

(217)774-3951, ext. 7015; office or 618-201-7507 cell; email:

shane.l.corley@usace.army.mil

1.13. Site visit. There will be a scheduled site visit determined at a later date that is highly recommended to attend.

2. DESCRIPTION OF WORK

2.1. BUILDING STRUCTURE. CLIN0001: Furnish and build in place supplying all equipment, labor, and material a 48’x56’ with 16’ clearance height steel storage building structure. The structure will be enclosed on the 56’ sides and one of the 48’ spans and the other will be open facing south.

2.1.1. Steel Panels: Install steel panels according to manufacture specifications (to include but not limited to: sheathing, tape mastic, roof edge, rake trim, ridge cover, closure strips, etc.) while using best roofing practices. Panels shall be installed vertically as one continuous piece, no overlaps/joints. Steel panels shall be a minimum of 29 gauge panels used on the sides and a minimum of 26 gauge used on the roof. Actual .0157” minimum thickness before painting and .018” nominal thickness after painting, G-100 galvanized coating plus zinc phosphate, and limited lifetime paint warranty and a minimum of 30 years fade guarantee. Color choice will be neutral chosen by the COR at a later date. Steel panels shall be 38” (nominal) overall width, 36” (nominal) coverage with ¾” high ridge. Panels shall include an overlap on one edge and under on the opposite edge. Ridges shall be on 9” centers. Steel Panels shall meet grade 80 (Full hard Steel) 80,000 p.s.i. nom.

Tensile Strength or greater; UL 2218 Class 4 Hail Resistance; UL 790 Class A Fire Resistance; UL 580 Class 90 Wind Uplift.

2.1.2. 2.1.2. Roof detail: Gable style roof on a 3 to 3.5/12 pitch. Trusses shall be on 8’ centers with treated 6”x6” supporting timbers. Trusses shall be pre constructed, approved engineered, and using only approved connector plates. 2x4 Purlins shall be placed on 24” spacing on top of the trusses for added support. The sides of the structure shall have heavy duty 6” steel gutters using 4”x3” downspouts. Roof metal shall be 26 gauge and a sealed ridge cap that meet the requirements in sec 2.1.1.

2.1.3. Support Timbers: All support timbers shall be 6”x6” treated with .60 CCA or better quality lumber on 8’ centers throughout the span of the building. The support timber shall be one continuous piece and should not have any joints. Timbers should come with a lifetime limited warranty. The use of Perma Columns (PC6600) for all of the supports are required and shall be installed per the manufacturer’s recommendations.

2.1.4. Side wall: Two 2”x6” treated center match skirt boards used as the kicker plate.

Use 2”x4” wall girts on 24” centers throughout the building. Side metal shall meet specification installed listed in section 2.1.1.

2.1.5. Fasteners: Use a minimum of 75 fasteners per square in a designated pattern to be uniform throughout the roof; all screws shall be galvanized for long life; screws shall be used to fasten steel panels to wood structure; neoprene sealing washer shall be used for water tight seal; #9 diameter ¼” hex head self-tapping screws shall be used. Screws shall be long enough (minimum 1.5”) to penetrate through the sheathing and screws shall match color of steel panels. Use 4” galvanized ring shank nails for the skirt board and all other framing nails should be galvanized. Screws shall be installed according to manufactures specifications.

3. REMOVAL & DISPOSAL

3.1. CLIN 0002 Optional: Site preparation will include removal of approximately 150 feet of 6 ft tall galvanized fence, a 12’x12’ storage shed and a 14’x14’ 4” to 6” thick concrete base under the shed. All of the removal shall be disposed of off of Government property.

3.1.1. Fence removal will be 4” round post and 6” round corner post. Post are approximately 6 feet above ground and 3 feet below ground, and possibly set in concrete. The existing fence is galvanized chain link fencing with 3 strands of barbed wire on the top. Removal will consist of complete removal of the post, post foundations, and all fencing material. The removal of fence will be field mark to determine exact location of removal. See Appendix B & C

3.1.2. Storage shed removal consist of the complete removal and disposal of a 12’x12’ storage shed off of government property. See Appendix C

3.1.3. Concrete slab removal is the base under the storage shed. It is a 14’x14’ floating pad that is 4” to 6” in thickness. See Appendix C

3.1.4. All depressions made from demolition activities shall be back filled and compacted with suitable fill material.

4. SITE PREPARATION

4.1. CLIN 0003 Optional: Supplying, grading, and leveling CA-6 aggregate material building a 52’x60’ 4” minimum thickness level base for the building floor. CA-6 should come from an IDOT approved source.

5. INSTALLING FENCE GATES

5.1. CLIN 0004 Optional: Install 24 foot double gate opening in the existing south fence.

Contractor is responsible for retrofitting in the existing south fence.

5.1.1. Installing Posts: Locations for the installation of corner and gate posts (terminal posts) will be marked by the COR, back filled below ground level with concrete and will follow the design as shown in Appendix D & E. Line posts shall be set by the contractor at an evenly spaced distance of no more than 10, and no less than 9, feet between post centers unless otherwise directed by the COR. All posts shall be plum and set accurately in line and position relation between corner/gate posts. Gate posts shall be set so that the distance between posts, inside to inside, allows the gates to open freely when latch is open and remain closed securely when the latch is closed. Latch shall be capable of being pad locked.

5.1.2. Hardware: Associated hardware shall be installed on the hook-ups at each terminal post. A hook- up is each connection of chain link to a gate or corner post. Gate posts have one hook-up; corner posts have two hook-ups. Each hook-up will consist of 2 rail end brace bands, 5 evenly spaced tension bands, and 1 terminal post cap.

Rail end bands at the top of each terminal post will be fitted with a rail end cup to fit the top rail. Tension bands shall be installed with the flat side facing outward (Appendix F). Tension bands for corner posts will be offset keeping the flat side facing outward for each section of fence. Rail end cups will be off set on corner posts, one up and one down, enabling the top rail to be level on either side of the junction. Line post tops will be installed on each line post with the off-set round side.

5.1.3. Installing Fence Fabric: Fence fabric shall be stretched tight and securely fastened, on either end, to terminal post hook-ups using tension bars and tension bands with supplied hardware. Chain link fabric shall be stretched in one continuous length from one terminal post to another, running to the outside of line posts, with the barbed edge of the fabric facing upward. If rolls of fabric require weaving, they shall be woven together with a single strand of wire according to industry standards or manufacturer’s recommendations. Fabric shall be sufficiently tightened so that the diamonds cannot be squeezed together by hand, and the top of the fence snaps back to line posts when slightly pulled away. The bottom of the fence fabric shall follow the contour of the ground between terminal posts, with no more than a 2 inch gap between fence fabric and the ground at any point along the fence line. Fence fabric shall be secured tension wire with hog rings at least every 24 inches. Fence ties shall secure fabric to top rails at least every 24 inches and to line posts every 12 inches.

5.1.4. Double Gates: Gates shall be hung upon gate posts using supplied hinges and hardware. Female hinge pieces shall be attached to the both gate frames at the maximum distance apart possible. Male hinge pieces shall be attached to the gate posts with the upper male hinge piece facing down, and the lower male hinge piece facing up. Gate frame and gate post hinge pieces shall be adjusted so there is no play between coupled pieces and the gate bottom freely clears the ground in both open directions with no more than a 2 inch gap between the gate bottom and the ground with the gate in the closed position. The center stop for the double gate shall be installed so that the stop bar rests at least 2 and no more than 4 inches into the ground when closed. A hollow pipe with an inner diameter larger than the outer diameter of the stop bar shall be driven into the ground, straight with the fence line, to accept the stop bar when in the closed position.

6. SECURITY

6.1. The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

6.2. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

7. ENVIRONMENTAL PROTECTION

7.1. Scope. This section prescribes action required for the prevention of environmental pollution during and as the result of operations under this contract. For the purpose of this specification, environmental pollution is defined as the presence of chemicals, physical, or biological elements or agents, which adversely affect human health or welfare; unfavorably alter ecological balances of importance to man; or degrade the utility of the environment for aesthetic and recreational purposes. The control of environmental pollution requires consideration of air, water and land, and involves noise, solid waste management and management of radiant energy and radioactive materials as well as other pollutants.

7.2. Protection of Land Resources. The work areas on which the work is to be performed under this contract and the land resources adjacent thereto should be preserved in their present condition.

7.3. Protection of Water Resources.

7.3.1. Contamination of Water. Lakes, ditches, rivers, canals, waterways, or reservoirs shall not be polluted with fuels, oil, bituminents, calcium chloride, insecticides, herbicides, or other similar materials harmful to fish, shell fish, of wildlife; nor shall they be polluted with materials which may be detrimental to outdoor recreation.

7.3.2. Disposal of Materials. The methods and locations of disposal of materials, wastes effluents, trash, garbage, oil, grease, chemicals, etc., within the right-of-way limits shall be such that harmful debris will not enter lakes, ditches, rivers, canals, waterways, or reservoirs by erosion.

7.3.3. Permits and Responsibilities. The contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any applicable federal, state, and municipal laws, codes, and regulations; in connection with prosecution of the work. The contractor shall be similarly responsible for all damages to persons or property that occur as a result of his/her fault or negligence; shall take proper safety and health precautions to protect the work, the workers, the public, and all the property of others; and shall also be responsible for all materials delivered and work performed until completion and acceptance of the contract.

7.4. Under the Comprehensive Procurement Guidelines (CPG) program, the Environmental Protection Agency (EPA) designates products that are or can be made with recovered materials, and recommends practices for buying these products. Any designated product that is being offered or supplied under this contract shall meet the minimum recommended content levels as identified under the CPG program. Visit http://www.epa.gov/epawaste/conserve/tools/cpg/products for a complete list of designated products and the associated recommended content levels. Offerors must be able to demonstrate that each offered product meets minimum content levels upon request.

8. SPECIAL PROVISIONS

8.1. Contractor's Responsibility. It is understood and agreed to by the Contractor that he assumes full responsibility for the safety of his employees, plant damages and materials, and for any damage of injury done by or to them from any source or cause. The contractor will be responsible for gaining authority from all county and/or township road officials to haul the materials over county roads and township roads. Any liability incurred by damage to these public roads is the responsibility of the Contractor.

8.2. Contract Performance. During the progress of the contract if it becomes apparent that the Contractor is unable or unwilling to perform the work in accordance with Contract specifications, he will acquire additional supplies, equipment, and personnel as may be required by the Contracting Officer or his/her authorized representative to ensure that the work is accomplished. If any work performed is not in conformity with the requirements of this contract, the Government will have the right to require the Contractor to immediately take all necessary steps to insure future performance of the services in conformity with the requirement of the contract; and reduce the contract price to reflect the reduced value of the services performed. In the event the Contractor fails to promptly take necessary steps to insure future performance of the services in conformity with the requirements of the contract, the Government will have the right to by contract or otherwise have the services performed in conformity with the contract requirements and charge to the Contractor any cost occasioned by the Government that is directly related to the performance of such services.

8.3. Required Insurance. The Contractor shall procure and maintain during the entire period of his performance under this contract the following minimum insurance:

Workmen's Compensation. Amounts required by applicable jurisdictional statutes.

Employer's Liability Insurance. $100,000

Comprehensive General Liability Insurance.

Bodily Injury - $500,000 per occurrence

Comprehensive Automobile Insurance.

Bodily Injury - $200,000 each person $500,000 each accident

Property Damage - $ 20,000 each accident.

(CAUTION: Certain standard insurance certificated are not acceptable without alteration.

ACORD 25 and similar forms do not assure notice of "any material change" and contain unacceptable wording such as "will endeavor" and "failure to mail such notice shall impose no obligation or liability; of any kind upon this company"; "this certificate is issued as a matter of information only and confers no rights upon the certificate holder"; and "This certificate does not amend, extend or alter the policies listed below.") The contractor shall furnish to the COR, prior to the commencement of work, a certificate of the required insurance.

ITEM NO. SUPPLIES/SERVICES

AMOUNT

QTY UNIT UNIT PRICE

0001 BUILDING STRUCTURE 1 Job

ITEM NO. SUPPLIES/SERVICES QTY UNIT UNIT PRICE

0002-Optional: REMOVAL & DISPOSAL 1 Job

0003-Optional: SITE PREPERATION 1 Job

0004-Optional: INSTALLING FENCE 1 Job

GRAND TOTAL _______________________________

The contractor shall furnish all labor, equipment and materials necessary to build the complete structure in accordance with all sections listed within contract at the Okaw Bluff location shown above.

remove and dispose of all existing material in accordance with all sections listed within contract at Okaw Bluff location shown above.

prepare site leveling and sub base in accordance with all sections listed within contract at the Okaw Bluff location shown above.

install new fencing with gates in accordance with all sections listed within contract at the Okaw Bluff locations shown above.

Name of Business

DUNS number

Registered in SAM: YES or NO

Contact Information (Name, Phone, & Email):

Signature:

FOR TECHNICAL QUESTIONS, CONTACT SHANE CORLEY AT 217/774-3951, EXT. 7015

Please contact Shane Corley to set up a time if needed to inspect work areas.

Award will be as a whole to the lowest responsible/responsive bidder complying with the requirements and deemed to be in the best interest of the Government.

Payment may be made by VISA credit card if deemed to be in the best interest of the Government.

This RFQ contains Optional Items that may/may not be awarded. However, all items must be bid or it could render your quote non-responsive.

WD 15-5045 (Rev.-9) was first posted on www.wdol.gov on 01/01/2019

REGISTER OF WAGE DETERMINATIONS UNDER | U.S. DEPARTMENT OF LABOR

THE SERVICE CONTRACT ACT | EMPLOYMENT STANDARDS

ADMINISTRATION

By direction of the Secretary of Labor | WAGE AND HOUR DIVISION

| WASHINGTON D.C. 20210

| Wage Determination No.: 2015-5045

Daniel W. Simms Division of | Revision No.: 9

Director Wage Determinations| Date Of Revision: 12/26/2018

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Service Contract Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. The EO minimum wage rate will be adjusted annually.

Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

State: Illinois Area: Illinois Counties of Christian, Moultrie, Shelby **Fringe Benefits Required Follow the Occupational Listing**

OCCUPATION CODE - TITLE FOOTNOTE RATE

23000 - Mechanics And Maintenance And Repair Occupations

23130 - Carpenter, Maintenance 20.61

23440 - Heavy Equipment Operator 30.38

23470 - Laborer 14.17