St. Tammany Parish Government
PO Box 628, Covington, LA 70434-0628
(985) 898-2520
General Info
Standard Documents
| Name * | Description | |
|---|---|---|
Upcoming Solicitations
| Number | Deadline |
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25-14-2
Official Journal ----The newspaper shall have been published in an office physically located in the Parish of St. Tammany for a period of five (5) years preceding the selection, shall not have missed during that period as many as three (3) consecutive issues unless caused by fire, flood, strike or natural disaster, must have maintained a general paid circulation in the Parish of St. Tammany for five (5) consecutive years and shall have been entered in a U.S. post office in the Parish of St. Tammany under a second class mailing permit for a period of five (5) consecutive years prior to the selection.
| 05/06/2025 07:00 PM UTC |
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25-26-1
Lake Erie Dr Drainage -------The Parish requests a contractor to repair/replace/reseal existing structure(s) to restore area drainage by repair/replace/reseal drain pipe, catch basin, and sod, as specified along Lake Erie Dr (R08L056); located in Slidell, Louisiana.
| 05/06/2025 07:00 PM UTC |
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25-13-2
Coroner Chiller Addition--- This Project consists of the addition of one 200-ton Chiller and the furnishing and installation of new piping systems to connect to existing piping in existing building systems as shown on the drawings. The Project also consists of removing the existing and providing new Temperature Control devices as shown on drawings.
| 05/14/2025 07:00 PM UTC |
Closed Solicitations
| Number | Deadline |
|---|---|
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22-10-2
Westwood WWTP Blower...Provision of positive displacement rotary lobe blower package including blower unit and duplex control panel. Contractor shall provide one (1) Blower Package per the specifications for the Westwood WWTP located at 176 Judge Tanner Boulevard, Covington, LA 70433 (S37-T07-R11E).
| 04/13/2022 07:00 PM UTC |
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22-11-2
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.
| 04/13/2022 07:00 PM UTC |
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22-8-1
Waverly Dr Drainage - Contractor must provide all labor, supplies, equipment, tools, permits and materials to repair the drainage as specified located at 540 Waverly Dr (R08L068; S38-T9-R15) in Slidell, Louisiana as specified.
Contractor shall provide all signage and barricades.
The time period to complete the work shall be thirty (30) calendar days from issuance of the NTP by the Parish.
Further details of the work and responsibilities of the Contractor are provided in the procurement documents, copies of which are maintained by the Public Works Department and the Procurement Department. The parties are bound to these details and responsibilities as if copied herein in extenso. The maximum cost of this work will be $_________. Payments will be made as billed by the Contractor upon completion of the work and approved by the Department. Contractor agrees to update, provide and/or substantiate all applicable policies of insurance and bonding, as is required and/or requested by the Parish. Contractor likewise agrees to provide all documentation within its possession required and requested by the Parish for funding by the State or Federal Government.
| 04/12/2022 07:00 PM UTC |
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22-6-1
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.
| 04/12/2022 07:00 PM UTC |
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22-9-2
2022 District 1,4,5,10 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
| 04/07/2022 07:00 PM UTC |
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22-8-2
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
| 03/29/2022 07:00 PM UTC |
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22-7-2
Lower W-15 Area Drainage Improvements PH2- Widening-- The Contractor must provide all labor, equipment, tools, and materials necessary to complete work as specified with the widening of 7,400 LF of the W-15 Canal from the upper portion of French Branch Estates to the confluence at Doubloon Bayou.
The Parish reserves the right to add, remove, or otherwise modify the above, as determined necessary by the Parish and as allowed by law.
FEMA financial assistance will be used to fund all or a portion of the contracted services. The Contractor will be required to comply with all applicable federal law, regulations, FEMA policies, procedures, and STPGOV directives.
| 03/23/2022 07:00 PM UTC |
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22-6-2
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
| 03/23/2022 07:00 PM UTC |
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22-7-1
STPG Uniform Bid... St. Tammany Parish Government (STPG) is seeking bids for uniform purchases. The awarded Vendor shall be used as the STPG’s uniform provider until December 31, 2022. STPG reserves the right to order uniforms at any time during the year and in any quantity (no minimum order). Delivery time shall be considered at the time of the award.
| 03/09/2022 08:00 PM UTC |
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22-4-2
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).
| 03/08/2022 08:00 PM UTC |
