585 SOW.docx

Department of Health and Human Services Indian Health Service

Statement of Work (SOW) Lagoon Rehabilitation for Service Request #585 G. Wakole

1.01 PURPOSE OF THE PROJECT

A. The Oklahoma City Area Office (OCA), Indian Health Services (IHS) has a requirement for providing services to rehabilitate a wastewater lagoon.

1.02 SITE LOCATION

A. 896 140TH St.

Horton, Brown County, Kansas 66439

1.03 CONSTRUCTION SCHEDULE

A. Contact the Engineering Technician three business days before the start of any work.

B. Failure to perform work on the date scheduled shall require rescheduling the work 24-hours in advance.

C. Leave all work exposed until it is inspected and approved. Work not inspected before it is covered shall be re-exposed at the contractor’s expense.

1.04 GOVERNMENT CONTACT INFORMATION

A. Contracting Officer’s Representative Ted Schlueter, Senior Field Engineer Indian Health Service OEH&E 324 New York Ave. Holton, KS 66436 Office Phone: 785.364.4164 Ted.schlueter@ihs.gov B. Construction Inspector Jim Shane, Engineering Technician Indian Health Service OEH&E 324 New York Ave. Holton, KS 66436 Cell: 580.678.6535 Donald.shane@ihs.gov

C. Contract Specialist © Jeff Earnest Office: 405-951-1379 Jeffrey.earnest@ihs.gov

1.05 QUALITY ASSURANCE

A. Perform work under the direction of personnel licensed in the state including, but not limited to Plumbing.

B. Perform work under the direction of licensed wastewater installers through Northeast Kansas Environmental Services.

1.06 PERIOD OF PERFORMANCE / WARRANTY

A. 60 days from date of award of contract to complete the work.

B. Provide a minimum one-year (12 month) warrantee period from the date of completion of work for all materials and labor, covering defects in the materials and workmanship.

1.07 MATERIALS AND DELIVERABLES

A. Pipe, fittings and cleanouts

1. Polyvinyl Chloride (PVC) pipe, fittings and cleanouts shall be PVC schedule 40 as specified in the bid schedule.

2. Bell ended joins conforming to ASTM D 3212.

3. Four (4) inch nominal diameter and longest pipe length available.

B. Septic tank adapter ring, access riser and cover.

1. Concrete tank adapter ring shall be of solid design and prevent movement of soil around riser, Arc 3009 Polylok, 24 inch, or approved equal.

2. Riser shall be a solid, double-walled polyethylene pipe. 24-inch N-12 by ADS Pipe, or approved equal.

3. Cover shall completely cover riser so to prevent gases from leaking out and be of solid construction. Covers to be Polylok 3009, 24-inch HDPE flat septic tank cover or approved equal.

4. Joint sealant applied between the septic tank and adapter, and the adapter and riser. Sealant shall be a bitumous plastic joint sealant, Ram-Nek RN-103, or approved equal.

C. Turf and Grasses (Fertilizer, Seed and Mulch):

1. Fertilizer: 20-10-10 mixture of 20% nitrogen, 10% phosphorous, 10% Pot Ash.

2. Seed Mix; Blend of Kentucky 31, Fescue, and annual rye grass.

3. Mulch: Prairie (native) hay, not more than 2 years old and free of noxious weeds.

D. New Lagoon Fencing under Option #1 bid item.

1. Corner and Brace Posts:

a. Pressure treated wood.

b. 6-inch by 6-inch square.

c. Free from defects and unsound knots.

2. Line Posts:

a. Steel, drive type, structural steel section with anchor plates.

b. Length: 7.0 feet.

3. Fence Fabric:

a. Non-climbable (horse fence), 2-inch horizontal by 4-inch vertical spaces, woven galvanized steel.

b. Height: 48-inches.

c. Mesh wire to be No. 121.5 gauged wire.

4. Gate:

a. 5 feet high by 10 feet wide gate (for use with horses).

b. 1 ½ inch nominal diameter, wall thickness of 0.065 inch, hot galvanized tubing.

1) Welded wire Mesh: No. 6 gauged rods with a 2-inch by 4-inch grid pattern.

c. Hinges: bolt type

d. Securing gate: chain and keyed padlock.

5. Wire:

a. Barbed wire:

1) No. 12.5 gauged .

2) Two strands.

3) Galvanized steel wire.

4) Galvanized steel bars: 2 or 4 point.

b. Tensioning wire:

1) No. 9 gauge galvanized soft wire.

6. Appurtenances:

a. Tee post clips:

1) 0.115 galvanized wire for 1.33 Tee posts.

b. Staples:

1) 1 ¾ inch galvanized.

c. Ardox Spikes:

1) 8 inch galvanized.

7. Concrete for wood posts:

a. Ready-to-Use concrete mix.

1) Compressive strength of 4000 psi.

E. Septic tank under Option #2 bid item.

1. Single compartment concrete septic tank with a capacity of 1,000-gallons.

2. Access holes in tank lid shall be cast-in-place with a minimum diameter of 20 inches.

3. Inlet and outlet sanitary Tees and pipe: 4-inch schedule 40 pipe.

1.08 LEVEL OF EFFORT

A. The contractor shall remove existing fence so that the tree removal can be done. All debris (trees and fencing) shall be disposed of off-site.

B. The contractor shall reshape berms after tree removal and so the there is a smooth grade to re-install fencing.

C. The contractor shall re-install existing lagoon fencing including re-attaching existing gate and provide new chain and keyed padlock.

D. The contractor shall clean existing septic tank for inspection and install 24-inch access riser and lid. Top of lid shall be 2-inches above finish grade.

E. The contractor shall repair broken cleanout that is located a few feet after the septic tank towards the lagoon.

F. The contractor shall fertilize, seed and mulch all areas of disturbed soil by construction activities.

G. Option #1: Contractor shall remove existing fencing and furnish and install new fencing with a 10 ft gate, chain and keyed padlock.

H. Option #2: Contractor shall abandon existing septic tank and furnish and install new 1,000 gallon septic tank.

1.09 TESTING

A. Visually inspect each pipe joint for leakage.

B. Repair all leaks before backfilling.

1.10 SITE RESTORATION

A. Restore site to as close to the original condition.

1.11 CLOSEOUT ACTIVITIES

A. Submit all manufacturer documents and warranties to Engineering Technician.

B. Provide information of variances and changes on drawings to Engineering Technician.

1.12 CHANGES TO THE STATEMENT OF WORK (SOW)

Any changes to this SOW shall be authorized and approved only through written correspondence from the Contracting Officer. Costs incurred by the contractor through the actions of parties other than the Contracting Officer shall be borne by the contractor.

Department Supervisor Signature:

Administrative Officer Signature:

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