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

2022 District 2, 3 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, overlaying road surfaces as required in the specifications along the following Parish roads: - Becky Rd (R03J018) Section 26 Township 6S Range 11E Covington; - Madison Ave (R03L050) Section 11 Township 7S Range 11E Covington; - N. Fitzmorris Rd (R03F001) Section 3 Township 6S Range 11E Covington; - Rusaw Rd (R02Q102) Section 14 Township 5S Range 11E Folsom; - Ward Line Rd (R02O006) Section 31 Township 5S Range 11E Covington; - Albert Thompson Rd (R02H002) Section 18 Township 5S Range 10E Folsom; - Anthony Rd (R02G006) Section 8 Township 5S Range 10E Folsom; - Lion Dr (R03D014) Section 30 Township 6S Range 11E Covington; - Oak Ridge Rd (R02J011) Section 33 Township 5S Range 10E Folsom; - Penn Mill Lakes Blvd (R03D031) Section 13 Township 6S Range 10E Covington; -Penn Mill Rd (R03D007) Section 30 Township 6S Range 11E Covington; - Stephanie Ln (R03D028) Section 24 Township 6S Range 10E Covington; - W. Countryside Blvd (R01A016) Section 21 Township 6S Range 10E Covington; - Wise Rd (R01G104) Section 33 Township 6S Range 10E Covington

Third Avenue Bridge Replacement at Ponchitolawa Creek....................... The Contractor must provide all labor, equipment, tools, testing and material necessary to complete the work shown in the construction drawings and specifications for the Third Avenue Bridge Replacement at Ponchitolawa Creek (STP Project No. EN15000018).

St Tammany Regional Airport Fixed Base Operator (FBO)...Purpose of Lease: To increase air traffic & provide flight services at St. Tammany Regional Airport (the “Airport”). The Parish’s objectives are to promote economic development, generate revenue to further enhance the Airport and to facilitate a quality and viable FBO operation that will complement existing uses and service needs at the Airport. The winning vendor will be expected to apply a proactive business plan and approach to increasing services and business at the Airport. The Parish seeks an FBO to occupy the two available buildings and to develop future improvements on the Airport for expanded FBO operations. All aviation businesses will be subject to St. Tammany Regional airport Minimum Standards for FBO, which is attached hereto in Section 09.