Reiher Rd. Drainage....................... This is a 2021 District Capital Improvement Project. The Contractor must provide all labor, equipment, tools, testing and material necessary to improve the subsurface drainage as specified in the construction drawings and specifications for Reiher Rd. Drainage. The work is located along Reiher Rd. Lateral (D04DW02027) Section 26, Township 7, S. Range 11 E, Covington, Louisiana.

Woodruff Dr Drainage Repair............Contractor must provide all labor, materials, tools, and equipment to repair the catch basin as specified located on Woodruff Dr (R08L069; S38-T9-R15) in Slidell, Louisiana as specified

Tammany Trace............................................... This is a 2022 Capital Improvement Project. The work specified in this project will require the Contractor to provide labor, equipment, and materials necessary to improve the roadway surfaces by milling and overlaying of asphaltic concrete, installation of base course, asphalt paving, and installing roadway striping, throughout the Parish along the Tammany Trace (R11A001) Section 39, Township 8, Range 13, and Sections 35 – 38, Township 9, Range 13, as specified in the plans and specifications.

Property Demolition for Mandeville Bypass Roadway - The work shall consist of principal and accessory structural demolition and relocation of 2 sheds. All activities shall follow the applicable, federal, state, and local guidelines. The work specified in this project will require the Contractor to provide all labor, equipment, tools, and materials necessary to demolish a residential site located at 23298 Oscar St. Mandeville, LA 70448 and any accessory structures on that site purchased by the Parish. As well as relocate 2 sheds to the Tyler Street Complex located at 620 North Tyler Street in Covington LA. The Contractor must also remove the demolition debris, in addition to clearing and leveling the site. The structures to be demolished may include the existing foundations, slabs, porous materials (driveways and walkways), boundary fences; Removal of septic tanks (if not removed, floors and walls must be cracked or crumbled so the tank will not hold water, and be filled with sand or other clean fill). Contractor will also cap and abandon the well per all applicable federal, state and local guidelines. The Contractor accepts the possibility that asbestos or other hazardous materials may exist within the structures or on the site and is responsible for appropriate removal. (Must follow all federal, state and local laws) The Contractor will be responsible for the transportation and disposal of the demolition debris in accordance with all applicable federal, state and local regulations governing demolition and the demolition of structures containing hazardous substances. Any work that may be reasonably inferred from the specifications or drawings as being required to produce the intended result shall be supplied whether or not it is specifically called for. Work, materials or equipment described herein which so applied to this project are covered by a well-known technical meaning or specification shall be deemed to be governed by such recognized standards unless specifically excluded. Relocation of a 30’W x 21’L x 11’T shed from 23298 Oscar St Mandeville La. to the Tyler Street Complex located at 620 North Tyler Street in Covington La. Mandeville Property procedures: 1. All federal, state, and local laws and permits are the responsibility of the contractor. 2. Disconnect and abandon all electrical feeds at the base of the shed by wire nutting ends and wrapped with electrical tape. Leave wire location marked with a flag or wooden steak. 3. Remove all anchors from the ground and discard or cut off below ground level. 4. Disassemble the unit in an organized way so that each panel of metal and brace is in the same location when reassembled. 5. Transport the disassembled unit to the Tyler Street Complex safely and legally. Tyler Street Complex Procedures: 6. The shed locations at the Tyler Street Complex will be determined by the Facility Maintenance Department. 7. The contractor will furnish all material and labor for 2ea concrete foundation roughly 12” wide by 22’ long x 12” deep to accept the base of the unit. 8. Use new fasteners with rubber washers the same size or greater at reassembly of all components of the unit. 9. Reassemble the unit exactly the way it was assembled at the Mandeville location. 10. Anchor the unit to the concrete chain walls by using 6” x ½” steel concrete anchor bolts. 11. Clean all construction material from the site and grade all grounds surrounding the unit. Relocation of an 18’W x 33’L x 14.5’T shed from 23298 Oscar St Mandeville La. to the Tyler Street Complex located at 620 North Tyler Street in Covington La. Mandeville Property procedures: 1. All federal, state, and local laws and permits are the responsibility of the contractor. 2. Disconnect and abandon all electrical feeds at the base of the shed by wire nutting ends and wrapped with electrical tape. Leave wire location marked with a flag or wooden steak. Disconnect and abandon all water feeds at the base of the shed by capping the PVC pipe. Leave water location marked with a flag or wooden steak. 3. Remove all anchors from the ground and discard or cut off below ground level. 4. Disassemble the unit in an organized way so that each panel of metal and brace is in the same location when reassembled. 5. Transport the disassembled unit to the Tyler Street Complex safely and legally. Tyler Street Complex Procedures: 6. The shed locations at the Tyler Street Complex will be determined by the Facility Maintenance Department. 7. The contractor will furnish all material and labor for 2ea concrete foundation roughly 12” wide by 34’ long x 12” deep to accept the base of the unit. 8. Use new fasteners with rubber washers the same size or greater at reassembly of all components of the unit. 9. Reassemble the unit exactly the way it was assembled at the Mandeville location. 10. Anchor the unit to the concrete chain walls by using 6” x ½” steel concrete anchor bolts. 11. Clean all construction material from the site and grade all grounds surrounding the unit.

2022 District 6, 11 Road Improvements-----------------------The Contractor must provide all adequate and competent labor, equipment, tools, testing, and materials necessary to improve roadways by reconstructing, milling, and overlaying road surfaces as specified along the following St. Tammany Parish roads: -16th Section Rd (R06H017)Section 9 Township 7S Range 14E Pearl River -Belmont Park Dr. (R05B021)Section 22 Township 5S Range 12E Bush -Coyne Rd (R02O004)Section 31 Township 5S Range 11E Covington -Crown Z Rd (R06H012)Section 4 Township 9S Range 14E Slidell -Geronimo Dr. (R02U009)Section 11 Township 5S Range 11E Covington -N Galloway Rd (R02P011)Section 16 Township 5S Range 11E Covington -Pine Lane Rd (R02O036)Section 36 Township 5S Range 10E Covington -Riverside Dr. (R02O005)Section 31 Township 5S Range 11E Covington -Silver Springs Dr. (R10E005)Section 29 Township 6S Range 12E Abita Springs -Tarpon Springs Dr. (R10E004)Section 29 Township 6S Range 12E Abita Springs -Acadian Cir (R09E051)Section 39 Township 9S Range 13E Slidell -Broussard Rd (R09F027)Section 42 Township 9S Range 13E Slidell -Burns Rd (R06G001)Section 27 Township 7S Range 14E Pearl River -Pine St Ext (R08A024)Section 11 Township 8S Range 14E Pearl River -Clabon Dr. (R09C028)Section 25 Township 8S Range 13E Slidell -D.G. Holley Rd (R08A001)Section 40 Township 8S Range 14E Pearl River -Keller Rd (R09E060)Section 41 Township 9S Range 13E Slidell -Liberty Ln (R09F017)Section 39 Township 9S Range 13E Slidell -Live Oak Ln (R09F011)Section 39 Township 9S Range 13E Slidell -Honeysuckle Rd. (R05A004)Section 28 Township 5S Range 12E Bush -Pena Rd. (R09F025)Section 42 Township 9S Range 13E Slidell -Ray Rd. (R06G023)Section 42 Township 9S Range 13E Slidell