LoneRover2

Commercial

Contract for Services

2260 Northwest Parkway • Suite H • Marietta, GA 30067 • 678-290-1325

Date of Issue:

2/1/18

Customer Information

State: GA Steve Hooper Lone Rover Construction Mini Storage Warehouse 2 1225 Canton Road Marietta Jobsite Information

Steve Hooper Lone Rover Construction

Name:

Contact Name:

430 Winkler Drive Alpharetta

Address:

Address:

State: GA

Zip: 30004

Zip: 30062

City:

City:

Phone:

Phone:

Cell: (678) 371-3014

Cell: (678) 371-3014

Fax:

Fax:

shooper@lonerover.com

shooper@lonerover.com

Email:

Email:

ENGINEERED SOLUTIONS OF GEORGIA PROPOSES TO FURNISH AND INSTALL THE FOLLOWING SCOPE OF WORK:

To perform a Structural Repair Program for the purpose of Stabilizing the Settlement Condition occurring at the end of Building H. ESOG recommends the owner to have the adjacent storm drain to be video inspected and have any necessary repairs made.

INSTALL (8) FOUNDATION PIERS: 1. Have utilities marked by locating service. Locating service marks from street to meter. If any private utilities are suspected in the work area, a private locating service must be contracted by owner. ESOG may provide recommendation upon request. 2. Excavate area to expose existing concrete footing. 3. Prep footing and attach galvanized foundation brackets for each pier under center load of footing. 4. Drive foundation piers up to 21’ through poor soil to load bearing strata (Should additional depths be required to achieve the required load capacities an additional charge of $28.00 per vertical foot beyond 21’ shall be added to the contract total if piers advance past 21’).

5. Use foundation piers to raise foundation toward its original elevation 6. Transfer load to piers to stabilize foundation against any further settlement. 7. Secure piers and backfill holes.

PRESSURE GROUT

1. Drill a series of 1.5” diameter holes 5-feet on-center throughout the affected area of warehouse floor. 2. Drive the injection rods through the slab and through poor soil to suitable load bearing strata (estimated average depth of 8’-0”). 3. Force grout under pressure in 12” lifts to compact soil, build grout columns and fill any voids. 4. Estimated grout take is 200 cu. ft. based on industry standard calculations. Final bill will reflect actual grout volume injected into the ground and will be based on $17.33/cu. ft. above or below the estimated volume stated above. The minimum daily charge is $2,900. See terms and conditions on page 2 of this contract for additional information. 5. Apply pressure at the upper lifts and attempt to return slab to a more level position.

6. Patch holes using non- shrink grout. 7. Clean all construction related debris.

Payment Schedule

$4,450.00

Deposit

Total Contract Amount

$17,800.00

$13,350.00

Due Upon Completion

Quotation valid for 30 days from the date of issue. Contract subject to terms and conditions printed on the accompanying addenda.

Presented by ESOG

Accepted by the Customer

ESOG Signature

Date

Customer Signature

Date

Print Name Chuck Irby

Steve Hooper Lone Rover Construction

Print Name

form revision 12/04/12