Site work and new construction of a multi-residential development in Sanford, Florida. Completed plans call for the construction of a 1,100-square-foot, two-room multi-residential development.

Seminole County is soliciting bids for the reconstruction of a single-family, client-owned property located at 1218 W 13th Place, Sanford, FL 32771. Contractors are to bid on a two-bedroom, two-bathroom home containing a minimum of 1,100 square feet, plus or minus 100 square feet. The project timeline is as follows: 90 days for permitting, 150 days to substantial completion, and 30 days to final completion, totaling 270 calendar days. This includes all permitting, engineering, and related matters necessary for project completion. The Engineer's estimate for the project is $250,000. Bid documents are available on the Seminole County Website. M/WBEs are encouraged to participate. All prospective bidders are cautioned not to contact any member of the Seminole County staff or officials other than the specified contact person. Completion- (150) calendar days Site Work : Lot Condition / Demolition / Clearing : Site Specific Conditions will address any lot specific issues : trees , fences , septic , wells , or outbuildings . Water , sewer , septic and well information , along with locations are written in Mechanical , Contractor to supply dumpsters. Site Prep . This includes fill for the house pad, fill inside form or stem wall and proper grading of the lot . It also includes all fill associated with a mound septic if required . Lot will be elevated with the proper amount of fill for proper drainage. Slopes around slab perimeter will be graded with a minimum 4: 1 slope Contractor to obtain any pre-demolition site assessmentsas required by the permitting jurisdiction aswell as obtaining and paying for all the proper demolition permits . Contractor responsible for all variances , and associated fees . Contractor to supply portable sanitary facilities . Contractor shall entirely demolish the existing residential structure and any auxiliary structures pertaining to the property , including but not limited to; any flat concrete slab (s), broken city sidewalk (s), existing septic tank and / or drain field , and / or supporting concrete piers or remnants of old foundation (s) as well as fence (s) or remnants of fence(s). Any trees interfering with the placement of the new home shall be properly removed . Existing trees that remain will be trimmed for safety and appearance . Haul away and properly dispose of all debris . Contractor responsible for proper finish floor elevation as specified by the permitting jurisdiction . Landscaping , Trees and Shrubs Stem Wall Concrete Slab : In order to minimize or prevent the potential negative impact of water drain -off into adjacent properties the new house shall be a 4 course (3 block and 1 chair ) stem - wall construction . Stem - wall can be reduced to a 3 - course wall if lot conditions allow . Contractor will contact the Construction Manager for approval to reduce a course before stem -wall is constructed . A stem -wall may necessitate the addition of concrete steps at the front and rear of house to access the higher front porch and rear sliding glass door . Handrails and stairs , if required , shall comply with current FBC regulations . If ADA Accessibility required : front porch shall be raised to 1/4 " to 1/2" below the finish floor for accessibility . The sidewalk leading from the front porch edge to the new driveway needs to have a maximum slope of 8% ( 1' in 12' ) for accessibility . Control joints need to be cut across the house floor to prevent cracking . Control joints shall be cut across the front and back porches ( cut front to back ) . Front and rear porch to have a light broom finish . Sliding glass door to be recessed per door installation specifications . Driveway and Sidewalk : Concrete minimum 2500 PSI Minimum width is 12' (not including the apron) unless the Site-Specific Conditions describes an overriding condition . Pre-formed or saw cut expansion joints must be provided . Maximum spacing 10' on driveway , 4 ' on sidewalk to home . o Minimum thickness is 4" . Increase to 6" on the County side . o Sidewalk from new drive to front porch max slope 8% ( 1' in 12') . Masonry : Exterior block wall : o Exterior walls to be reinforced concrete masonry units as detailed by the engineer of record or design professional . Block work to be laid in a workman like manor with the walls plumb , level and square with a maximum joint size of 1/2 " . Metal framing , Stairs or ramps Framing and rough carpentry : nterior walls to be wood frame 16 " OC . Interior hallways to be a minimum of 36" wide . Install a centrally located scuttle hole for attic access that complies with current FBC requirements . Frame opening for medicine cabinet in each bathroom ( 14" x 18" ). Up 54" from floor to bottom of opening . Exterior block walls to receive PT furring : Install a 1 x 4 PT furring strip around the base perimeter of the block . Install 1 x 2 furring 16" OC vertically above the base strip . Top perimeter of block to receive a 1 x 2 PT furring . Install 1 x 6" furring over top of window and door openings and extend 8" each way beyond opening . Install 1 x 4" PT furring on the sides of windows and doors . Install a 1 x 2 PT furring below window parallel with the sill . Question Submission Deadline:June 29, 2026, 5:00pm