Site work and paving for a civil project in Foley, Alabama. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

Questions are due no later than 05:00 p.m. on Friday, May 1, 2026. All questions related to this bid must be documented through email and should be sent to Rachel Keith at rkeith@cityoffoley.org no later than 72 hours prior to the scheduled bid opening The project estimate ranges from $275,000 - $350,000. The scope of work consists principally of right turn lane extension, drainage, curbing, milling, paving, and striping. A total of 80 calendar days will be allowed for this project. Scope of Work and Project Specifications: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE ALABAMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, 2026 EDITION. 2. ALL WORK SHALL BE ACCOMPLISHED UNDER THE DIRECT SUPERVISION OF A CONTRACTOR PROPERLY LICENSED IN THE STATE OF ALABAMA. 3. THE CONTRACTOR SHALL OBTAIN THE PERMISSION AND APPROVAL FOR ALL PROPOSED SUB- CONTRACTORS AND SHALL BE RESPONSIBLE FOR ALL PHASES OF THE PROJECT INCLUDING THE SUBCONTRACTORS WORK. 4. THE OWNER/ENGINEER RESERVES THE RIGHT TO ALTER AND MODIFY PORTIONS OF THE PROJECT AS DEEMED NECESSARY DURING CONSTRUCTION TO ENHANCE OR IMPROVE THE OVERALL PROJECT. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND TESTING LAB A MINIMUM OF 48 HOURS IN ADVANCE OF BEGINNING ANY MAJOR PHASE OF THE PROJECT. 6. ANY CONFLICT IN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER/OWNER PRIOR TO COMMENCING WORK ON THE AREA IN CONFLICT. 7. HAY BALES, EROSION CONTROL FABRIC, SILT FENCING OR OTHER METHODS IN ACCORDANCE WITH ALABAMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 665, SHALL BE PROVIDED BY THE CONTRACTOR WHEN REQUIRED TO CONTROL EROSION. THE COST FOR PROVIDING THESE ITEMS SHALL BE INCLUDED IN THE ESTABLISHED UNIT BID PRICE FOR SAID ITEMS. 8. UNDERGROUND UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH UTILITY COMPANIES AND MAKE ALL NECESSARY ARRANGEMENTS FOR RELOCATION'S OR REMOVALS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FENCING OR OTHER SECURITY MEASURES REQUIRED TO PROTECT WORK OR EQUIPMENT DURING CONSTRUCTION. 10.THE CONTRACTOR SHALL DISPOSE OF ALL WASTE AND UNSUITABLE MATERIAL OFF THE PROJECT SITE AT A SITE (LOCATED ABOVE MEAN WATER ELEVATION) FURNISHED BY THE CONTRACTOR. THERE WILL BE NO ADDITIONAL COMPENSATION FOR EITHER USING THE WASTE MATERIAL AS DIRECTED OR FOR DISPOSING OF IT OFF THE PROJECT SITE. ALSO, NO ADDITIONAL COMPENSATION WILL BE MADE FOR DISPOSING OF ALL UNSUITABLE MATERIAL EXCAVATED FROM THE PROJECT SITE. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF THE PROJECT AND THE EXPENSE THEREOF BASED UPON REFERENCE STATIONING AND BASELINES PROVIDED BY THE ENGINEER. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE HIS LEVEL NOTES TIED THROUGH ALL CONTROL TO THE ENGINEER FOR REVIEW. PRIOR TO SETTING LEVEL CONTROL FOR CONSTRUCTION THE CONTRACTOR SHALL RUN A LEVEL LOOP THROUGH ALL CONTROL POINTS AND BENCHMARKS SHOWN ON THE DRAWINGS AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. IF THE CONTRACTOR FAILS TO PROVIDE THE ENGINEER WITH THE LEVEL NOTES, THE CONTRACTOR WAIVES ALL CLAIMS FOR EXTRA COMPENSATION FOR CORRECTIVE WORK AND ALL SUPPLIED DATA WILL BE CONSIDERED CORRECT. 12.THE CONTRACTOR SHALL PROTECT ALL EXISTING PROPERTY CORNERS. 13.ALL FENCES SHALL REMAIN UNLESS OTHERWISE NOTED. 14.ALL EXISTING TRAFFIC SIGNS THAT ARE IN CONFLICT WITH CONSTRUCTION OPERATIONS SHALL BE RELOCATED IMMEDIATELY BEFORE THE OPERATION OCCURS AT THE TRAFFIC SIGN LOCATION. THE CONTRACTOR MAY BE PERMITTED TO RELOCATE ONLY THOSE TRAFFIC SIGNS IN CONFLICT WITH THAT CURRENT WORKDAY IF APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL RELOCATE THE SIGN IN ACCORDANCE WITH THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (MUTCD). 15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR THE CONSTRUCTION OF THIS PROJECT. 16.ALL PRECAST DRAINAGE STRUCTURES SHALL HAVE TWO SUITABLY SIZED HOLES FOR 6" UNDERDRAIN CAST IN PLACE ON THE UPSTREAM SIDE. PLUGGING THE HOLES, IF NOT USED, SHALL BE A SUBSIDIARY OBLIGATION OF THE DRAINAGE STRUCTURE. 17.THE REMOVAL OF SIGN FOUNDATIONS, ABANDONED UTILITIES, TREES, RETAINING WALLS, SIGNAL POLE FOUNDATIONS, AND OTHER MISCELLANEOUS ITEMS SHALL BE INCLUDED IN THE PRICE BID FOR CLEARING AND GRUBBING UNLESS A PAY ITEM IS PROVIDED. 18.ANY MINOR TRAFFIC DELAYS (2 HOURS OR LESS) SHALL BE COORDINATED WITH THE PROPERTY OWNER. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC OPEN AND PASSABLE AT ALL TIMES. 19.CONNECTING TO AN EXISTING DRAINAGE STRUCTURE SHALL BE A SUBSIDIARY OBLIGATION. 20.SEED MIX SHALL NOT CONTAIN PENSACOLA BAHIA GRASS. 21.CONTRACTOR SHALL TACK WELD ALL COVERS/GRATES WITHIN THE PROJECT LIMITS AFTER A SATISFACTORY INSPECTION BY THE ENGINEER AND PRIOR TO FINAL ACCEPTANCE. THERE SHALL BE A MINIMUM OF FOUR (4) WELDS PER COVER/GRATE SPACED EVENLY AROUND THE GRATE/COVER EDGE. THE COSTS ASSOCIATED WITH THE WORK FOR THIS ITEM SHALL BE A SUBSIDIARY OBLIGATION OF THE ITEM ASSOCIATED WITH THE COVER/GRATE. 22.THE CONTRACTOR SHALL CUT ALL EXPOSED WIRE ON PIPE ENDS AFTER MITERING FOR THE END TREATMENT. ALL PIPE ENDS SHALL BE GROUTED AS PART OF THE PIPE END TREATMENT. THE COST ASSOCIATED WITH THE WORK FOR THIS ITEM SHALL BE A SUBSIDIARY OBLIGATION 23.CONTRACTOR SHALL PROVIDE THE CITY ENGINEERING DEPARTMENT WITH THEIR ROAD CLOSURE PLAN, INCLUDING LENGTH OF CLOSURE, TRAFFIC CONTROL PLAN, AND ANY DETOURS, FOR APPROVAL PRIOR TO BEGINNING STORM DRAINAGE WORK. AFTER THE CLOSURE PLAN IS APPROVED THE CONTRACTOR SHALL PROVIDE MINIMUM TWO-WEEK NOTICE TO CITY OFFICIALS PRIOR TO ANY CLOSURES AD INSURE ALL CLOSURES ARE COORDINATED WITH THE LOCAL EMERGENCY AGENCIES. 24.ADA TRUNCATED DOMES ARE A SUBSIDIARY OBLIGATION TO PAY ITEM 424-A. *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document.