W912QR19T0064.pdf

W22W9K90928128

Construct Pole Barn at Mississinew a Lake in Peru, IN.

Estimated Construction Cost is betw een $100,000 and $250,000.

Aw ard w ill be based on the low est price.

NAICS Code: 236220 Commercial and institutional Building Construction. Size Standard is $36.5 Million.

This project is a set-aside 100% for a Small Business.

In lieu of Performance and Payment bonds, per FAR 52.228-13 Alternate Payment Protections (2000), Payment Bonds or Irrevocable Letter of Credit is required. A Performance Bond is not required.

Central Contractor Registration and ORCA are now available through the System for Aw ard Management (SAM), available at w w w .sam.gov.

Offerors must comply w ith the requirements of 52.204-7, 52.232-33, and any other CCR/ORCA requirements in this soliciation through SAM.

PLEASE NOTE: SAM is completely free of charge for both registrants and users.

AMY M PHILLIPS 502.315.6666

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

17-May-2019

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______15 calendar days and complete it w ithin ________120 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________FAR 52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________03 Jun 2019 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, X is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR

PAGE OF PAGES

1 OF

CODE 964860

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour) Sealed envelopes containing offers

CIVIL/OPS/ENVIRONMENTAL BR

ATTN: AMY M PHILLIPS

600 DR M L KING JR PL RM 821

LOUISVILLE KY 40202-2236

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

502.315.6195 OR 6193FAX:TEL: 502.315.6172 TEL: 502.315.6666 FAX:

W912QR19T0064 95

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912QR19T0064

Section 00 10 00 - Solicitation

SPECIAL INSTRUCTIONS

This Request for Quote (RFQ) is to construct a Pole Barn at Mississinewa Lake in Peru, IN in accordance with the attached Scope of Work (SOW).

This procurement is 100% set-aside for Small Business, NAICS 236220 ($36.5M).

Note: The contract award will be based on Lowest Price. One firm-fixed price contract will be made from this RFQ.

Quotes are due on 03 June 2019 at 10:00 am Eastern Time. Emailed submissions will be accepted. Please submit quotes to amy.m.phillips@usace.army.mil. Fax submittals will not be accepted.

Submit mailed quotes to:

U.S. Army Corps of Engineers Room 821, ATTN: Amy Phillips 600 Dr. Martin Luther King Jr. Place Louisville, KY 40202

A formal site visit has been scheduled for 20 May 2019, 12:00 PM Eastern Time (ET). Please refer to Clause 52.236-27, Site Visit (Construction) (Feb 1995) – Alternate I (Feb 1995) for details.

All contractors must be registered in the System for Award Management (www.SAM.gov) prior to award of a contract. All proposed contractors are highly encouraged to review FAR Clause 52.232-33 Payments by Electronic Funds Transfer – System for Award Management, which indicates “All payments by the Government under this contract shall be made by electronic funds transfer (EFT).” Those not currently registered can obtain registration by going to the website http://www.SAM.gov. The process can usually be completed from 24 to 48 hours after submission. Contractors will need to obtain a Unique Indentifier number for processing their registration. If you do not already have a Unique Indentifier number, one can be obtained from Dun and Bradstreet by calling 1-800-333- 0505. Refer to www.SAM.gov for information formerly found in CCR, EPLS, ORCA and FedReg. Please begin the registration process immediately in order to avoid delay of the contract award should your firm be selected.

ALERT: You must submit a notarized letter appointing the authorized Entity Administrator before your registration will be activated. This requirement now applies to both new and existing entities. Effective 29 April 2018, the notarized letter process is now mandatory on all CURRENT registrants at SAM who have a requirement to update data on their SAM record. The notarized letter is mandatory and is required before the GSA Federal Service Desk (FSD) will activate the entity's registration.

Effective 29 June 2018, vendors creating or updating their registration can have their registration activated prior to the approval of the required notarized letter. However, the signed copy of the notarized letter must be sent to the GSA Federal Service Desk (FSD) within 30 days of activation or the vendor risks no longer being active in SAM.

PLEASE NOTE: SAM is completely free of charge for both registrants and users.

Note: Page numbering in this document may not be accurate.

PRICE BREAKOUT SCHEDULE

This is a Request for Quote (RFQ) to provide all personnel, equipment, supplies and materials necessary to construct a 40’ X 64’ Pole Building and Install a new chain link fence with the option to complete the 8 other Options.

Options will be awarded at the time of award or not at all.

Item Description Price Base: Pole Barn and Fence Install

Option 1: Concrete Floor Option 2: 14’ X 64’ Lean To on East Side of Building Option 3: Insulate Interior Walls

Option 4: Metal on Interior Walls & Ceiling

Option 5: Insulate Barn Ceiling

Option 6: Install Electrical

Option 7: Install Three-sided Mounted Overhead Door Openers

Option 8: Install Rolling Gate (w/barbed wire) on Existing Fence

Options Total:

Base + Options Total:

Section 00 20 00 - Instructions for Procurement

SCOPE OF WORK

1. GENERAL

These specifications cover the Pole Barn and Fence installation at Mississinewa Lake. The office address is 5613 E Mississinewa Dam Rd. Peru, IN 46970. Location of the work is at Mississinewa Lake.

2. SCOPE OF WORK

a. The contractor shall furnish all personnel, equipment, supplies, and materials necessary. Prices should include mobilization & de-mobilization, fuel, labor, material, and equipment to complete job. The contractor’s work and responsibility shall include all planning, programming, administration, management, supervision, communications, and inspection necessary to assure that all services are conducted in accordance with the contract requirements and all applicable Federal, State, and Local laws and regulations. The Prime Contractor is required to attend an on-site pre-work meeting to be scheduled within ten days of Notice to Proceed.

b. All construction should adhere to all federal and state building codes

c. Contractor must adhere to all USACE Safety Manual requirements (EM 385-1-1) with special attention on fall protection sections.

d. The contractor shall use care to avoid damaging existing buildings, equipment, facilities, and structures during the performance of the specified work. If the Contractor, Contractor employees, or persons acting on behalf of the Contractor fail to use reasonable care and Government property is damaged, the contractor shall repair or replace the damaged property at no expense to the Government. Property damage caused by the Contractor or persons/employees acting on behalf of the Contractor shall be reported to the Project Manager on the day of occurrence or on the first working day following the occurrence.

e. The Government is not responsible for providing storage areas or facilities for the storage of Contractor supplies, materials, and equipment. With prior approval, the Project Manager may provide a location for the temporary storage of materials, tools, and equipment. However, the Government assumes no liability for the loss or destruction of Contractor equipment while it is stored on Government property.

f. Performance of all construction shall assure complete safety to public visitors, Government employees, Contractor employees, and all other persons in the area. The Contractor shall comply with any pertinent requirements contained in the Corps of Engineers Safety Manual (EM 385-1-1), current at the time of award and any subsequent revisions to that document. Furthermore, the Contractor shall comply with pertinent occupational safety and health standards as required by the Occupational Safety and Health Administration (OSHA). The complete safety manual with appendices can be reviewed at the following Internet address:

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1- 1.pdf

g. Before pre-work conference, the contractor will be responsible to provide an approved Activity Hazard Analysis, Fall Protection Plan and information about any scaffolding systems or aerial lifting devices to be used including model number, height, weight and capacity of lift. All scaffolding systems and aerial lifting devices must be in compliance with the Safety Manual (EM 385-1-1) and approved by the Project Manager before use.

h. The Contractor shall provide Contractor personnel with any personal protective apparel and equipment required by the Safety Manual (EM 385-1-1) and, as necessary, eliminate or minimize hazards to personnel. As a minimum, each employee shall wear a hard hat, shirt (with sleeves), long trousers, and steel toed shoes/boots during all contract work. Employees must utilize other safety equipment such as: fall protection harness with lanyard (ANSI Z359.1-2007 compliant), hearing protection devices, work gloves, or protective glasses/goggles whenever required by the safety manual. Any hazardous energy sources must be locked out before work begins.

i. All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by Government representative). The contractor shall also provide all information required for background checks or background investigation and to meet installation/facility access requirements to be accomplished by installation Provost Marshall Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

j. 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 Government Representative no later than 3 business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This form will be provided to the Contracting Officer and shall become part of the official contract file.

k. The contractor and all associated sub-contractors shall receive a brief/training (provided by project manager) 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 Government Representative NLT 5 calendar days after the completion of the training.

l. If completed services do not conform to contract requirements, the Government may require the Contractor correct the deficient work to bring them into conformity with the requirements.

Correction of deficient services shall not entitle the Contractor to an increase of the unit price contained in the awarded contract. If the Contractor fails to promptly correct unsatisfactory work or fails to take necessary action to ensure future work is in compliance with the contract requirements, the Government may proceed with any rights or remedies detailed within the contract clauses and terms.

m. All services will be completed as scheduled, unless weather or circumstances beyond the control of either party occur requiring a delay in the work.

n. Waste material must be disposed in a way that is compliant with all state, local, and federal regulation. It is the contractors responsibility to dispose of all existing items removed including trees, stumps, any old concrete or asphalt, existing fence, etc. and dispose of them properly offsite that is in accordance with state, local, and federal laws. The contractor will remove all demolition debris and left over construction debris to a site licensed to receive/recycle construction debris.

o. The contractor is responsible for all utility location and utility coordination. Contractor is responsible for talking to Mississinewa staff about location of private utilities, in Indiana locate only comes on site and identifies public utilities (phone, electric, gas, etc.) they do not local private sewer lines or any private electrical lines which could be installed after the meter base.

p. The contractor is responsible for all clean up, debris removed, traffic and public control and the restoration of areas, facilities, or structures negatively impacted to its original condition.

q. Contractor is responsible for taking their own actual measurements for the work being done.

r. The contractor shall provide all personal, tools, equipment, and transportation needed to perform this work.

s. All Materials used must be approved by the United States Army Corps of Engineers.

t. Quotes should be based on the prevailing wage rate for this area.

u. There are no public use restrooms available for use on site.

v. Electricity will not be provided for construction of any part of the building.

BASE: Contractor to complete 40’x 64’ Pole Barn with Fence around Perimeter

1. 40’ X 64’ Pole Building (location and layout can be seen in Figure 1)

a. Post shall be at minimum 6”x6” pressure treated or laminated pressure treated wood that are AWPA compliant and are no more than 8ft on center.

b. Bottom of post shall be mounted above ground surface and attached to concrete or steel columns.

c. Ceiling height will be at minimum 16ft tall

d. Truss spacing no wider the 4ft with a roof pitch of 4/12, with hurricane straps.

e. Grade board (skirt board) must be of engineered non rotting material that can interlock together and will outlast pressure treated design. Ex. (2x6 Fusion Centermatch)

f. Over hang on sidewalls and end walls must be at minimum 2ft with vented soffit. Fascia boards no less than 6 inch wide and must be at minimum pressure treated (AWPA complicate)

g. Metal roof must have a minimum thickness of 3/8” bubble wrap insulation membrane laid down before metal roofing material as to keep inside moisture to a minimum.

h. All metal color shall be approved by Project Manager

i. Metal material for roof must be at minimum .019 thickness, carry a 25yr warranty against fading and defects, and must be same color as existing pole building roof.

j. Metal siding of barn will be two tone with light brown on top and darker brown on bottom as to match the existing color of Pole Barn.

k. All metal soffit and fascia to be dark brown to match existing barn. All exposed wood to be wrapped in metal or aluminum.

l. Insulation baffles shall be installed in the overhangs of roof to prevent ceiling insulation from moving into the soffit area.

m. Three 12’x14’ overhead garage doors to be installed along the west side facing the existing pole barn.

n. Each overhead door should be commercial grade, insulated to a minimum of a R7.35 value, three windows in each overhead door no bigger than 8”x12”, metal on front and back of overhead door, color be dark brown as to match existing pole building, and have torsion springs on right and left side.

o. Two man doors minimum of 36”x80” shall be installed on the west side facing existing pole barn.

Doors must be of commercial quality, contain no windows, and have a minimum 7.35 R value, be made of metal and only have one hole for locking purposes, and be painted dark brown to match existing pole barn.

p. 6 inch gutters with down spouts and leaf guards to be added on the east and west side of building.

q. Gutters must be brown in color to match existing gutters on pole barn.

2. Install new chain link fence

a. Install approximately 300’ of chain link fence around building site. See yellow lines on Figure 1.

b. New sections of fence must match the existing fence with dimensions and height.

c. Approximate height is 84”

d. Chain link fence must be constructed with 9-gauge or heavier wire, be zinc-coated, and have a mesh opening no larger than 2 inches per side, with twisted and barb top selvages, and knuckled bottom selvage. The wire must be taunt and securely fastened to rigid metal posts set in concrete and must reach within 2 inches of hard ground or pavement. 9 gage, #2 Mesh

e. Fence fabric should be mounted on steel posts. Tension wires need to be interwoven or clipped along the top and bottom row of fabric diamonds. The wire fabric will be secured to posts and tension wires.

f. The chain link fabric must be secured 4” from top and bottom with 9-gage steel Tie Wire with a MAX of 15” between the other ties going up the post.

g. The spacing at the bottom of the fence fabric must not exceed 2” above hard pavement

h. There needs to be a ¾ inch diameter Copper-CLAD STEEL GROUND ROD that is 10’ long, installed with a #8 AWG SOLID COPPER WIRE running from one of the fence post to the grounding rod.

i. Maximum distance between upright post will be 10’

j. The tension bar must be fastened to the chain link every 15 inches, it must be secured to a corner post with a tension band, and must be within 4 inches from the bottom.

k. Post must be set in concrete

l. Hole must be min of 40” with 6” of concrete below bottom of post

m. The hole that the post is set in must be a minimum of 10 inches in diameter.

n. A bevel should be made at the bottom of the hole so that it is wider at the base than the top to decrease heaving due to freeze thaw heaving.

o. A bottom rail must be installed in between each upright line post attached with a tension band connecting the bottom rail to the line post.

p. Tension wire is to be used in lieu of the top rail. Tension wires will be interwoven or clipped along the top and bottom row of fabric diamonds. The wire fabric will be secured to posts and tension wires as specified in Federal Specification

q. Brace rails will be used to support corner posts

r. Line post extension arms must be pointed outward and upward at 45 degrees, must be 1 foot 6 inches long with 6 inches between the 3 strands barbed wire.

s. Corner post extension arms must be pointed outward and upward at 35 degrees, must be 1 foot 10 inches long with 7.5 inches between the barbed wire strands.

t. All extension arms need to be fastened down 3/8” PLAIN PIN RIVETED FLUSH (TYP.) to the fence post this includes new and old non-damaged extension arms.

u. The three strands of barbed wire on top of the fence must be tightened so that there is no sag in the wire.

v. Standard barbed wire (twisted, double-strand, 12.5-gauge wire, zinc- or aluminum-coated with four-point barbs spaced no more than 5 inches apart). Barbed wire fences (including gates), intended to prevent human trespassing, should not be less than 6 feet high and must be affixed firmly to posts not more than 6 feet apart. The distance between strands should not exceed 6 inches, and at least one wire should be interlaced vertically and located midway between posts.

The ends should be staggered or fastened together, and the base wire should be picketed to the ground.

w. Remove and dispose of old chain link fence and fence post. See white lines on Figure 1.

x. Asphalt where the removed post were located must be saw cut to make a straight clean edge after removal.

OPTION 1:

1. Concrete floor

a. Poured concrete floor must be at minimum 6” thick.

b. Concrete floor must be poured on limestone that is compacted and graded to spec.

c. All concrete must be fiber reinforced to a minimum of 4000 PSI and meet ASTM C 150 specifications.

d. 4ft concrete approach shall be poured on west side exterior of building.

i. Approach should have an expansion joint foam that runs along front of building

e. Footer to be poured under each overhead door, minimum 48” depth to prevent freeze/thaw movement.

f. Rebar to be installed minimum size #4 (1/2 inch diameter), tied at all intersections, installed and secured to have minimum two inches to a maximum of three inches of concrete covering the fixed fiber rebar.

g. Rebar must be at minimum spaced at 24” on center in both directions throughout the entire floor.

h. Saw cut joints must be made at center in both longitudinal and transverse directions and at minimum 1.5” deep saw cuts to be made along those lines.

i. Install three floor drains that are 4ft long and contain a sediment trap in each overhead bay.

Drains will start 15ft in from edge of overhead door (Project Manager will direct exact placement of drain) and will daylight outside of east side fence. Drains must be ran as to not to interfere with lean-to.

j. One frost free hydrant to be installed inside barn on north side. Hydrant must be mounted 4ft below finished concrete, pipe be capped off just outside of building, which will be finished at a later date and a minimum pipe diameter of ¾”.

OPTION 2:

1. 12’X64’ Lean To on East side of building

a. 12’X64’ Lean-To with a 2ft overhang to be built on the east side of building.

b. Lean-To roof to have at minimum a 2% slope

c. Metal roof will use same style and same specs as the roof metal of the barn.

d. Post shall be at minimum of a treated of laminated material and be spaced no less than 16ft.

e. Roof/truss design must be able to withstand snow load and created as to keep spacing between posts at 16ft.

f. North end shall be enclosed using same metal the sides of the barn uses. All other sides will be open.

g. South opening of lean-to shall not have a post in the middle, it shall have a 12ft opening between the existing barn and corner post of lean-to. If needed a header board may be used.

OPTION 3:

1. Insulate interior walls

a. Wall cavities of the 40X64’ barn shall be insulated to a minimum of a R19 value.

b. Moisture barrier at a minimum of 4mil to be installed over insulation for the entire 40X64’ barn.

OPTION 4:

1. Install metal on interior walls and ceiling

a. White barn metal to be installed on the walls covering the insulation with matching white screws.

b. White barn metal to be installed on the ceiling with matching screws.

c. Metal on walls and ceiling be at minimum 24 gauge thickness and carry a warranty.

d. Metal must be secured to walls and ceiling with screw fasteners that are no greater than 36” apart for the walls and 48” for the ceiling.

e. Metal for interior ceiling must be secured to ceiling with no greater distance than 24” between fasteners and screws with gasket must be used.

f. Interior wall fasteners are to be installed per manufacture specs.

g. Vapor barrier must be installed on the bottom of ceiling prior to metal being installed and must be at minimum 2mil thick.

OPTION 5:

1. Insulate Barn Ceiling

a. Ceiling insulation must be an environmentally friendly product, blown in evenly to a minimum of R39 insulation value over the entire 40’x64’ ceiling.

OPTION 6:

1. Install Electrical (Lights, Outlets, and 200amp box)

a. Install 200amp panel (Refer to the Project Manager for panel location) with a minimum of four 30amp breakers and 6 20amp breakers.

b. All electrical lines will be ran in metal conduit on the outside of wall and ceiling. All conduit shall be ran straight and level with professional bends and utilize waterproof connections and boxes.

c. Total of 18 wall outlets along the wall and up to six outlets on the ceiling (Refer to the Project Manager for locations)

d. Up to four 30amp 220volt outlets will be installed along the wall (Refer to the Project Manager for locations)

e. Minimum of nine 8ft LED fluorescent shall be installed on ceiling running long ways from north to south controlled by 3-way light switches mounted at both ends by each man door.

f. Minimum of 4 LED dusk to dawn, motion activated lights shall be installed on the west exterior wall (Refer to the Project Manager for location). Switch will be interior by north man door.

g. Minimum of 1 LED dusk to dawn, motion activated light shall be mounted on south exterior of pole barn. Switch will be interior by north man door.

h. Minimum of 1 LED dusk to dawn, motion activated light shall be mounted on east exterior of pole barn, inside of lean-to. Switch will be interior by north man door.

i. All outlets must be GFCI protected either at the breaker or outlet.

OPTION 7:

1. Install Three Side Mounted Overhead Door Openers

a. Each opener must be able to lift the overhead door specified in Base.

b. Each opener must be of commercial grade and offer a minimum of one year warranty.

c. Each opener must have a laser safety bar installed as to keep someone from getting crushed.

Light bar must be mounted according to manufacturing specs.

d. Each opener must have a push button remote mounted to wall next to the door it operates and second next to the north end man door (that can control all three doors on a single remote). A minimum of three wireless remotes will also be provided that operate each door individually on each remote.

OPTION 8:

1. Install Rolling Gate (with Barbed Wire) on existing fence

a. Shall be welded construction of 2” Outside Diameter galvanized Schedule 40 steel pipe weighing 2.72 lbs. per lin. foot. The gate shall provide equal to the associated chain link security fence – See Figure 2 Attached.

b. Gate fabric- shall be same fabric used in chain link security fence, installed with tension/stretcher bars (galvanized steel) 3/16” thick x ¾” wide at vertical edges. Stretcher bars attached to gate frame with tension/stretcher bands at 15” on center

c. Gate Cross Bracing- shall provide a strong secure rolling gate.

d. The 20 foot Single Rolling Gate Hardware Assembly shall be a galvanized Double Wheel carrier assembly of 6” wheels and a 12” carriage assembly. Gate Track Rail shall be galvanized 1 5/8” O.D., 2.27 lbs. per lin. foot mounted on gate post, brace post, and first line post.

e. Gate track wheels shall be galvanized malleable track wheels mounted on the 2” O.D. gate frame.

f. Concrete must be 4000 pounds per square inch minimum

g. Lockable latches shall be galvanized malleable rolling gate latch to permit operation from either side of gate with integral locking eye.

3. Hours of Operation

Project working hours: 0630-1600 hours Eastern Standard Time Monday through Friday. Work may continue outside these times with permission from the lake manager Jared Mobley. All work shall be performed during daylight hours.

4. Federal Holidays

When one of the designated holidays falls on a Sunday the following Monday is observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday. Work that interferes with other ongoing functions at the project shall be scheduled around normal working hours to be approved by Project Manager. Work shall be scheduled around the above listed Federal holidays unless approved in advance.

Ten Federal holidays observed are as follows:

New Year’s Day (January 1st)

Martin Luther King Day (3rd Monday in January) President’s Day (3rd Monday in February) Memorial Day (Last Monday in May) Independence Day (July 4th) Labor Day (1st Monday in September)

Columbus Day (2nd Monday in October) Veterans Day (November 11th) Thanksgiving (4th Thursday in November) Christmas (December 25)

5. Work Access

Work locations will be next to existing fenced in compound, woods, and paved drive way.

6. Contractor and Government Equipment and Supplies

The contractor shall furnish all personnel, equipment, transportation, disposal, supplies and materials to perform the work. No government equipment or supplies shall be used for this project.

7. Corps of Engineers Representative

The Project Manager is the authorized representative for the purposes of authorizing the initiation of, and directing the performance of the building site preparation and installation of new chain link fence.

8. Contractor Submittals

8.1 Record of Work-Related Injuries, Illnesses, and Exposure. The contractor will furnish a copy of the record of any work-related injuries, illnesses, and exposure at the same time the invoice is submitted when the contract is completed. Unless otherwise specified, the Contractor shall submit the following information at or prior to the pre-work conference for this contract.

8.2 Certificate of Insurance. The Contractor will, at its own expense, procure liability insurance and maintain such insurance throughout the entire term of the contract and any option year extensions. The minimum types and amounts of required liability insurance are defined within the clauses of the proposal and made part of the awarded contract. The Contractor shall furnish a copy of the Certificate of Insurance for the minimum liability coverage.

Additional Certificates of Insurance shall be submitted following any subsequent policy renewal or policy change(s).

Subcontractors (if any) shall be held to the same minimum insurance requirements.

8.3 Safety plans. Before commencement of work the contractor will provide an activity safety plan to be accepted by the Louisville District Safety Office that outlines safety precautions and job hazard analysis for all sites to be treated in accordance with all Federal and State laws and the Corps of Engineers Safety manual EM 385-1-1dated 30 November 2014. This plan will include an, activity hazard analysis (AHA), MSDS for all materials used by the contractor, first aid equipment available to contractor employees, and the personal protective equipment required to be worn by the employees and those who will be handling chemicals. The Contractor will submit the Monthly Record of Work-Related Injuries/Illnesses and Exposure at the same time as the monthly invoice.

8.4 Certification for Rollover protective Structures (ROPS). The Contractor shall submit a certification from the manufacturer or a Registered Professional Engineer to demonstrate that rollover protective structures (ROPS), as required in section 16.B.12 of the Safety Manual comply with applicable SAE recommended practice or an approved OSHA program. In lieu of the certification, the Contractor may provide a written statement, which contains the following information that is permanently affixed to the ROPS:

(1) Manufacturer’s or fabricator’s name and address;

(2) ROPS model number, if any;

(3) Machine make, model or series number that the structure is designed to fit.

8.5 Contractor Accident Prevention Plan (APP). The Contractor shall prepare an Accident Prevention Plan as outlined in Corps of Engineers Health & Safety Manual EM 385-1-1, Appendix A, to assure that requirements of the Safety Program are provided as specified. This plan must be approved by the Contracting Officer Representative prior to commencement of any work. The Contractor may use any and/or all attachments to prepare an Accident Prevention Plan. The Web Address for EM-385-1-1 is:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

8.6 Activity Hazard Analysis (AHA). The Contractor shall prepare and use an AHA as one of many tools to insure safe performance of work. It is the Contractor's responsibility to prepare the AHA. The AHA shall be reviewed and accepted by the on-site government representative prior to commencement of work. All on-site employees shall review the approved AHA prior to performing work at the site.

8.7 Fall Protection and Prevention Plan. If Contractor has personnel working at heights, exposed to fall hazards and using fall protection equipment, he shall develop a Site-Specific Fall Protection and Prevention Plan and submit it to the GDA for acceptance as part of their APP. The plan shall describe, in detail, the specific practices, equipment and methods used to protect workers from falling to lower level.

8.8 Contractor Invoice: Contractor Invoice: The Contractor will provide an invoice upon the completion of work that includes the following information:

• Contractor’s name and address

• Contract Number

• Invoice number and date

• Itemized listing of services of work performed

• An invoice contact person

• Signature of Contractor or Contractor’s representative

• Shall be addressed to:

Jared Mobley Mississinewa Lake U.S. Army Corps of Engineers 5613E Mississinewa Dam Rd.

Peru, IN 46970

9. Quality Control

9.1 Contractor’s Quality Control. The Contractor is responsible for supervision and inspection of the contract work to assure that contract services are performed in accordance with specified requirements and all applicable Federal, State, and local laws and regulations. The Contractor shall identify the individual(s) that are tasked with field supervision and inspection of the contract services. It is the Contractor’s responsibility to notify the Park Manager when items of services have been completed, and are ready for a quality assurance inspection.

9.2 Government Quality Assurance. The Government will monitor all work to assure compliance with the contract specifications. The Park Manager is the authorized representative of the Corps of Engineers for the purpose of directing the performance of this contract. The Government will use 100% inspection.

9.3 Unsatisfactory Performance. In the case that any service does not conform to contract requirements, the Government will not increase the contract amount for the contractor to correct deficiencies. If unsatisfactory work continues, the government may terminate the contract and/or have the services performed at the Contractor’s expense.

9.3.1 Communications on Unsatisfactory Performance. When the Contractor fails to perform according to the performance standards, the Project Manager will notify the Contractor in Writing and may issue a Contract Discrepancy Report (CDR), as to the nature and the extent of the discrepancy. Upon receipt of a CDR, the Contractor shall explain in writing, within five (5) working days, why the performance was less than satisfactory and how recurrence of the problem will be prevented.

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

10. General Conditions

10.1 Lost and Found Articles. Any items of value found on the site of work shall be placed in custody of the Project Manager for return to the owner, if ownership can be established.

10.2 Property Damage. The Contractor shall be responsible for any damage to Government property due to the Contractor’s negligence. Any property damage, act of vandalism or equipment malfunction shall be immediately reported to the Project Manager.

10.3 Storage of Equipment. The Government will not furnish facilities for the Contractor to store equipment unless a fence compound can be provided without liability to the Government.

10.4 Rules and Regulations. The Contractor and employees of the Contractor will comply with all rules and regulations governing public use of water resources development projects as set forth in Title 36, CFR, Chapter III, Part 327, and obey all posted signs. Copies of Title 36 will be available from the Project Manager.

11. Safety

11.1 General. All services shall be performed in a manner which will assure complete safety to public visitors, workmen, and all other persons in the area. If the Contractor fails or refuses to promptly comply with safety and security requirements as specified herein, any project employee may stop all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such work stoppage shall be made subject to any claims for extension of time or for excess costs or damages sustained by the Contractor. Also, the Contractor will not be paid for work not performed as a result of the stop order. The Contractor shall immediately notify the Project Manager if any injury or accident occurs on Government property during any process of the contract.

11.2 Safety Manual Requirements. The Contractor and employees shall comply with all pertinent sections of the Corps of Engineers’ Health and Safety Requirements manual, EM 385-1-1, dated 30 November 2014, and any revisions to that document. This manual will be available from the Project Manager.

11.3 Personal Protective Apparel and Equipment. Protective apparel and equipment, as identified on the Activity Hazard Analysis, shall be provided as necessary to eliminate or minimize hazards to personnel. As a minimum, each employee shall wear a hard hat, shirt, long trousers, and safety toed shoes during all contract work.

Face shields or goggles shall be worn by employees when flying objects are present. Fire extinguisher(s) and first aid kit(s) meeting the Safety Manual standards shall also be provided and be easily accessible to all employees.

11.4 Equipment Safety.

11.4.1 Rollover Protective Structures (ROPS).

11.4.1.1 A certification or written statement shall be provided, in accordance with paragraph 3.3

Certification of Rollover Protective Structures (ROPS), for all ROPS to be used in this contract.

11.4.1.2 Rollover Protective Structures shall be installed on ALL equipment used regardless of size, which are used to perform services under this contract. The Contractor shall determine that equipment intended for operation on slopes (i.e., terrain with slopes of 5.66 horizontal to 1 vertical [10%] or steeper grade), have sufficient wheelbase and weight to resist overturning because of the ROPS.

11.4.2 Seat Belts. Seat belts are required on all equipment.

11.5 On-site Public Safety. Work on this contract is immediately adjacent to public recreation facilities.

Safety precautions to warn and limit public access shall be addressed in both the APP and AHA.

11.6 Damage Reports. All instances where Government materials supplies, property, and/or equipment are damaged shall be reported immediately to the Project Manager.

11.7 Accident Reporting. The Contractor shall maintain an accurate record of ENG Form 3394, and report to the Project Manager all accidents within 24 hours of the occurrence. All serious accidents (those resulting in death or injury requiring medical attention) shall be reported immediately. The Contractor shall maintain an OSHA Log of Work Related Injuries and Illnesses, OSHA Form 300.

11.8 High-Visibility Apparel. Per EM 385-1-1 05.F.01

05.F.01 High-visibility apparel meeting, at minimum, ANSI/ISEA 107, Performance Class 2 requirements, shall be worn by workers (i.e., signal persons, spotters, survey crews, Inspectors, etc.) Whenever:

a. There is limited visibility of workers exposed to mobile/heavy equipment operations, vehicles, load handling, or other hazardous activities;

b. Reduced visibility conditions exist due to weather conditions, illumination, or visually complex backgrounds where ambient visibility is at least 50 ft. (15.2 m); OR

c. Workers are exposed to vehicular or equipment traffic at speeds up to 35 mph (56.3 kph).

05. F.02 If any or all of the following conditions exist, Class 3 high-visibility apparel meeting ANSI/ISEA 107 shall be worn for higher visibility (i.e., signal persons, spotters, survey Crews, inspectors, etc.)

Whenever:

a. Reduced visibility conditions exist due to weather conditions, illumination, or visually complex backgrounds where ambient visibility is less than 50 ft. (15.2 m);

b. Workers are exposed to vehicular or equipment traffic in excess of 35 mph (56.3 kph);

c. Workers are performing tasks which divert attention from approaching vehicular traffic, traveling in excess of 35 mph (56.3 kph), as posted; OR

d. Workers are involved in activities in close proximity to vehicular traffic with no protective barriers.

05. F.03 When working at night, on or near sites where vehicles are present, workers (i.e., signal persons, spotters, survey crews, inspectors, etc.) shall wear, at a minimum, a Class 3 high-visibility safety coverall/jumpsuit or a Class 3 high-visibility safety jacket and Class E high-visibility pants, or bib overalls.

05. F.04 If the use of high-visibility apparel proves to create a greater hazard due to moving machinery, pinch points, heat stress or other reasons, an AHA detailing rationale for infeasibility of use and alternate safety measures to be used to ensure same level of worker safety, shall be developed, signed and submitted by the responsible person and accepted by the GDA, supervisor or the command’s local Safety and Occupational Health Office (SOHO). Work shall not commence until such acceptance has been obtained.

05. F.05 The apparel background material color shall be either fluorescent yellow-green, fluorescent orange-red, or fluorescent red (see ANSI/ISEA 107). When choosing color, optimization of color conspicuity between the wearer and work environment shall be considered.

05. F.06 The apparel shall be:

a. Free of roughness, sharp edges and projections that could cause irritation or injury;

b. Should fit correctly to ensure that the vest remains in place for the expected period of use, environmental conditions, and wearer movements;

c. Cleaned, laundered and/or dry-cleaned in accordance with the label located on the apparel; and

d. In useable condition with limited rips, tears or fading; and

e. Replaced if it fails to comply with and of the above or ANSI/ISEA 107.

12. Security

12.1 Access and General Protection/Security Policy and Procedures. All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks or background investigation and to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

12.2 Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See Something, Say Something). 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 Government Representative no later than 5 calendar days after the completion of the training.

12.3 Pre-screen candidates using E-Verify Program. 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 Government Representative no later than 3 business days after the initial contract award

13. Pre-Work Conference

13.1 The Contractor shall attend a pre-work conference, prior to the initiation of work under this contract. The Contractors Safety Plan must be approved prior to this meeting.

14. Contract Start/Completion Date

14.1 The contractor shall begin performance within 15 calendar days and complete it within 120 calendar days after receiving Notice to Proceed.

Figure 1. Footprint of Building and Lean-To

Figure 2. Option 8 Gate Location

UAI 5152.222-9000

UAI 5152.222-9000 Contractor Supply and Use of Electronic Software for Processing Wage Rate Requirements Statute Certified Labor Payrolls.

As prescribed in 5122.407(i), insert the following clause:

CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR

PROCESSING WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR

PAYROLLS (APR 2011)

(a) The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

(b) If the contractor elects to use an electronic payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with the Wage Rate Requirements statute.

When the contractor uses an electronic payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service…