Active SLED Opportunity · GEORGIA · FULTON COUNTY GOVERNMENT
AI Summary
Fulton County seeks bids for asphalt and concrete pavement maintenance and repair services including milling, overlays, pothole repair, seal coating, crack repair, striping, curb painting, and concrete work. The contract is an ITB with electronic submission due by June 23, 2026.
To provide asphalt/concrete pavement maintenance and repair services on an “as needed” basis for Fulton County. **Solicitation Type**: ITB - Invitation to Bid (Formal) **Source ID**: PU.AG.USA.1610300.C11507326 **Piggyback Contract**: No **Question Acceptance Deadline**: 06/09/2026 02:00 PM EDT **Questions are submitted online**: Yes **Bid Submission Type**: Electronic Bid Submission **Additional Bidding Instructions**: Please uplaod all documents as a PDF file **Owner Organization**: Real Estate and Asset Management **Solicitation Number**: 26ITB1607343C-JNJ **Reference Number**: 0000423933 **Pricing**: Item Based **Bid Documents List**: | Item Name | Description | Mandatory | Limited to 1 file | |---|---|---|---| | Bid Form | Cost Form | Yes | No | | Exhibit 1 Purchasing Forms | Purchasing Forms A- I | Yes | No | | References | Reference Form | No | No | | Addendum | Acknowledgement of Addendums | No | No | | Exceptions to Contract | Exceptions to Contract | No | No | **Pre-Bidding Events**: Event Type: Prebid Conference | Attendance: Recommended | Event date: 06/02/2026 10:00 AM EDT | Location: Zoom Conference | Event Note: Join Zoom Meeting https://zoom.us/j/94853890686 **Line Items**: | No | Description | UOM | Qty | |---|---|---|---| | No Description UOM Qty | | 1 SECTION 1 ASPHALT MAINTENANCE AND REPAIR A Area Repair: Remove all asphalt and base material from an area 20' x 40' from within a parking lot. Saw cut edges in a rectangular pattern and remove all material to a depth of 9". Remove all material from the site. Replace with 6" of compacted crusher run stone, 2" of binder and “1" of type "F" asphalt. Asphalt must be placed by a power paver with a heated screed. The temperature of the asphalt must be greater than 300 degrees Fahrenheit when placed. Roll asphalt smooth using a 3-5 ton roller to eliminate any ridges or depressions. Edges shall be flush to existing asphalt with no gaps or irregularities. Est Annual Usage: 5 Brand Preference Not Applicable - Service Item Each 5 2 B. Asphalt Milling/Overlay: Cost per square yard for milling/overlay based on a total project size of 750 to 1,500 square yards. A parking lot of 1,500 sq. yds has unevenness, high crack and alligator areas with loose asphalt material throughout. The solution is to mill a minimum of 1.5” depth of existing damaged asphalt and apply min 1.5” Permaflex (or equivalent) overlay. For the purpose of this bid, assume that there are no holes to excavate and refill prior to beginning milling. Apply a liquid tack coat to enhance adhesion of Permaflex to newly milled surface. Tack coat must be applied immediately prior to placing asphalt. Apply 1.5" of Permaflex (contractor must be licensed for use of Permaflex) overlay and roll for compaction. Permaflex shall be delivered directly to the site and spread immediately while hot. The use of insulating blankets to cover asphalt while in transit is strongly recommended and will Brand Preference Not Applicable - Service Item Square Foot/Feet 3000 3 B. Asphalt Overlay: Cost per square yard for overlay based on a total project size of 1,500 square yards to 2,500 sq. yds. Est Annual Usage: 3,000 sq. yd Brand Preference Not Applicable - Service Item Square Foot/Feet 3000 4 B. Asphalt Overlay: Cost per square yard for overlay based on a total project size of 2,500 square yards to 4,000 sq. yds. Est Annual Usage: 4,000 sq. yd Brand Preference Not Applicable - Service Item Square Foot/Feet 4000 5 C. Pothole Repair: Cost for total repair as described above. Remove all asphalt and base material from an area 4'x 4' from within a parking lot. Saw cut edges in a square pattern and remove all material to a depth of 8". Edges need not be saw cut if an infrared heat-producing unit is used that will blend old and new materials in a clean and neat manner. Remove all excavated material from the site. Replace with 6" of compacted crusher run stone and 2" of type “F” asphalt. Surface and edges shall be flush with existing asphalt with no gaps or irregularities. Bidder shall attach information on patching process if a heat-producing unit is proposed for use. Est Annual Usage: 10 Brand Preference Not Applicable - Service Item Each 10 6 SECTION 2: ASPHALT SEAL COATING AND CRACK REPAIR: A. Cost per square yard resealing based on a total project size of less than 1,500 square yards. Est Annual Usage: 7,000 Sq. Yd Brand Preference Not Applicable - Service Item Square Foot/Feet 7000 7 SECTION 2: ASPHALT SEAL COATING AND CRACK REPAIR: B. Cost per square yard resealing based on a total project size from 1,500 to 3,000 square yards. Est Annual Usage: 7,000 Sq. Yd Brand Preference Not Applicable - Service Item Square Foot/Feet 7000 8 SECTION 2: ASPHALT SEAL COATING AND CRACK REPAIR: C. Cost per square yard resealing based on a total project size of more than 4,000 square yards. Est Annual Usage: 7,000 Sq. Yd Brand Preference Not Applicable - Service Item Square Foot/Feet 7000 9 SECTION 2 (D): CRACK REPAIR Average Parking lot of 2,000 sq. yd. with 500’ of cracks 1/2” wide or less and 500’ ft. of cracks from 1/2” to 1” wide and 500 sq. ft. of alligator areas. Cost LF (Cracks less than ½”) 500 LF Brand Preference Not Applicable - Service Item Linear Foot/Feet 500 10 Cost Ln Ft. (Cracks between ½” to 1”) 500LF Brand Preference Not Applicable - Service Item Linear Foot/Feet 500 11 Cost Sq. Ft. (Alligator areas) Brand Preference Not Applicable - Service Item Square Foot/Feet 500 12 SECTION 3: PAVEMENT STRIPING/STENCILING/ WHEEL STOPS 1 A. Parking Lot STRIPING Under 10 spaces (standard white 4” wide-18LF long) • usually completed with other pavement work and stenciling Unit: Per LF Quantity: 10 Brand Preference Not Applicable - Service Item Linear Foot/Feet 10 13 1 B. Parking Lot STRIPING 10-40 spaces (standard white 4” wide-18LF long) usually completed with other pavement work and stenciling Unit: Per LF Quantity: 40 Brand Preference Not Applicable - Service Item Linear Foot/Feet 40 14 1 C. Parking Lot STRIPING 40-80 spaces (standard white 4” wide-18LF long) usually completed with other pavement work and stenciling Unit: Per LF Quantity: 80 Brand Preference Not Applicable - Service Item Linear Foot/Feet 80 15 1 D. Parking Lot STRIPING Over 80 spaces (standard white 4” wide-18LF long) usually completed with other pavement work and stenciling Unit: Per LF Quantity: 120 Brand Preference Not Applicable - Service Item Linear Foot/Feet 120 16 2 A. Curb Painting (red or yellow) Less than 100 LF Brand Preference Not Applicable - Service Item Linear Foot/Feet 100 17 2 B. Curb Painting 100-500 LF Brand Preference Not Applicable - Service Item Linear Foot/Feet 500 18 2 C. Curb Painting 500-1000 LF Brand Preference Not Applicable - Service Item Linear Foot/Feet 1000 19 2 D. Curb Painting Over 1000 LF Brand Preference Not Applicable - Service Item Linear Foot/Feet 1500 20 3 A. 4’x4’ Standard Handicap Stencil (Blue paint); usually required with other pavement work and striping 1-2 Stencils Brand Preference Not Applicable - Service Item Each 2 21 3 B. Standard Handicap Stencils-3 or more Stencils Brand Preference Not Applicable - Service Item Each 5 22 4 A. “NO PARKING” or “FIRE LANE” STENCIL-8”- along newly painted curb- 5-10 stencils Brand Preference Not Applicable - Service Item Each 10 23 4 B. “NO PARKING” or “FIRE LANE” STENCIL-8”- along newly painted curb- 11 -20 stencils Brand Preference Not Applicable - Service Item Each 20 24 5 A. 9”x6’ standard concrete rebar reinforced Wheel Stop installation- anchored with rebar-1-2 wheel stops Brand Preference Not Applicable - Service Item Each 2 25 5 B. 9”x6’ standard concrete rebar reinforced Wheel stop installation- anchored with rebar-2-5 Wheel stops Brand Preference Not Applicable - Service Item Each 5 26 5 C. 9”x6’ standard concrete rebar reinforced Wheel stop installation- anchored with min 9” rebar-5-10 wheel stops Brand Preference Not Applicable - Service Item Each 10 27 5 D. 9”x6’ standard concrete rebar reinforced Wheel stop installation- anchored with min 9” rebar-10 or more wheel stops Brand Preference Not Applicable - Service Item Each 25 28 6 A. 4’ DIRECTIONAL ARROWS STRAIGHT/ RIGHT/LEFT 1-4 arrows Brand Preference Not Applicable - Service Item Each 4 29 6 B. 4’ DIRECTIONAL ARROWS STRAIGHT/ RIGHT/LEFT 5-10 arrows Brand Preference Not Applicable - Service Item Each 10 30 SECTION 4: CONCRETE MAINTENANCE and REPAIR A. Driveway Apron Replacement: Remove all concrete and base material to a total depth of 8" from an area measuring 24' x 10' (plus flares) from a standard driveway apron. Re-compact base as necessary. Remove all material from the site. Place and finish 8" of 3,000-PSI concrete with fiber mesh reinforcement. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Concrete shall receive a light broom finish. Protect from weather, traffic and vandalism as needed. After concrete has cured, remove forms and replace soil to edge of concrete. (Estimated annual usage 2 repairs.) Cost to complete one driveway apron replacement project as described above. Per Square Foot: 240SF Brand Preference Not Applicable - Service Item Square Foot/Feet 240 31 B. Driveway Apron Repair: Remove all concrete and base material to a total depth of 12" from an area measuring 6' x 12' from a standard driveway apron. Re-compact base as necessary. Remove all material from the site. Place and finish 12" of 3,000- PSI concrete with fiber mesh reinforcement. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Concrete shall receive a light broom finish. Protect from weather, traffic and vandalism as needed. After concrete has cured, remove forms and replace soil to edge of concrete. (Estimated annual usage, 4 repairs.) Cost to complete one driveway apron repair project as described above. Per Square Foot: 72SF Brand Preference Not Applicable - Service Item Square Foot/Feet 72 32 C. Sidewalk Repair: Estimated annual usage, 5 repairs: Saw cut width of sidewalk at both ends of area to be repaired. Remove all concrete from a broken and uneven section that is 5' wide by 10' long. Re-compact base as necessary. Form and pour new 4" thick sidewalk. Sidewalk shall receive a light broom finish. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Finish to match existing walk to remain. Protect concrete from weather, pedestrians and vandalism as needed. After concrete has cured, remove forms Per Square Foot: 50SF Brand Preference Not Applicable - Service Item Square Foot/Feet 50 33 D. New Sidewalk: Estimated annual usage, 6 projects: Perform light grading (assume removal of top 4” of dirt to provide a firm base with a consistent slope) as needed to construct a new sidewalk with a surface flush with existing grade. Remove excavated materials from the site. Compact base with a vibrating plate compactor. Form and pour a new 4" thick, 5' wide concrete sidewalk for a total length of 30'. Sidewalk shall receive a light broom finish. Place an expansion joint at each end of new concrete and contraction joints at 6' intervals. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Contraction joints must be a minimum of 1/4 the depth of the pour and may be sawn or tooled over an insert. Protect concrete from weather, pedestrians and vandalism as needed. After concrete has sufficiently cured, remove forms and replace soil to edge of sidewalk. Cost to complete one 180 Brand Preference Not Applicable - Service Item Square Foot/Feet 150 34 E. New Steps: Perform light grading as needed to construct a new section of exterior concrete steps. Remove excavated materials from the site. Compact base using a vibrating plate compactor at the top and bottom areas. Minimum thickness of concrete at back of treads shall be 6" to compacted base. Concrete keys at top and bottom to be 12" minimum thick by 18" minimum length. Number four rebar to be centered within the pour at 18" on center. Stairs shall have 13" treads and 6" risers with a ½" radius on the noses. The noses shall project 1" from the back of the treads. Cheek wall on each side of risers to be 12" wide. Top of cheek walls to be flush with top of risers. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Handrails will be provided by others. Treads to receive a heavy broom finish. Construct 5 risers, each 6' wide. After concrete has sufficiently cured, remove forms a Brand Preference Not Applicable - Service Item Set 1 35 F. Concrete Curb and Gutter Replacement: Saw cut and remove damaged 6" x 24" The County standard curb and gutter 12’(TWELVE) in length from edge of parking lot or driveway and replace with proper material. Curb shall be as per The County standard #302a. All debris shall be promptly removed from the site and grade shall be re-established along the top of the new curb and sod if needed at completion of work. Cost to complete ONE repair as described above. Brand Preference Not Applicable - Service Item Linear Foot/Feet 12 | 1 | SECTION 1 ASPHALT MAINTENANCE AND REPAIR A Area Repair: Remove all asphalt and base material from an area 20' x 40' from within a parking lot. Saw cut edges in a rectangular pattern and remove all material to a depth of 9". Remove all material from the site. Replace with 6" of compacted crusher run stone, 2" of binder and “1" of type "F" asphalt. Asphalt must be placed by a power paver with a heated screed. The temperature of the asphalt must be greater than 300 degrees Fahrenheit when placed. Roll asphalt smooth using a 3-5 ton roller to eliminate any ridges or depressions. Edges shall be flush to existing asphalt with no gaps or irregularities. Est Annual Usage: 5 Brand Preference Not Applicable - Service Item | Each | 5 | 2 | B. Asphalt Milling/Overlay: Cost per square yard for milling/overlay based on a total project size of 750 to 1,500 square yards. A parking lot of 1,500 sq. yds has unevenness, high crack and alligator areas with loose asphalt material throughout. The solution is to mill a minimum of 1.5” depth of existing damaged asphalt and apply min 1.5” Permaflex (or equivalent) overlay. For the purpose of this bid, assume that there are no holes to excavate and refill prior to beginning milling. Apply a liquid tack coat to enhance adhesion of Permaflex to newly milled surface. Tack coat must be applied immediately prior to placing asphalt. Apply 1.5" of Permaflex (contractor must be licensed for use of Permaflex) overlay and roll for compaction. Permaflex shall be delivered directly to the site and spread immediately while hot. The use of insulating blankets to cover asphalt while in transit is strongly recommended and will Brand Preference Not Applicable - Service Item | Square Foot/Feet | 3000 | 3 | B. Asphalt Overlay: Cost per square yard for overlay based on a total project size of 1,500 square yards to 2,500 sq. yds. Est Annual Usage: 3,000 sq. yd Brand Preference Not Applicable - Service Item | Square Foot/Feet | 3000 | 4 | B. Asphalt Overlay: Cost per square yard for overlay based on a total project size of 2,500 square yards to 4,000 sq. yds. Est Annual Usage: 4,000 sq. yd Brand Preference Not Applicable - Service Item | Square Foot/Feet | 4000 | 5 | C. Pothole Repair: Cost for total repair as described above. Remove all asphalt and base material from an area 4'x 4' from within a parking lot. Saw cut edges in a square pattern and remove all material to a depth of 8". Edges need not be saw cut if an infrared heat-producing unit is used that will blend old and new materials in a clean and neat manner. Remove all excavated material from the site. Replace with 6" of compacted crusher run stone and 2" of type “F” asphalt. Surface and edges shall be flush with existing asphalt with no gaps or irregularities. Bidder shall attach information on patching process if a heat-producing unit is proposed for use. Est Annual Usage: 10 Brand Preference Not Applicable - Service Item | Each | 10 | 6 | SECTION 2: ASPHALT SEAL COATING AND CRACK REPAIR: A. Cost per square yard resealing based on a total project size of less than 1,500 square yards. Est Annual Usage: 7,000 Sq. Yd Brand Preference Not Applicable - Service Item | Square Foot/Feet | 7000 | 7 | SECTION 2: ASPHALT SEAL COATING AND CRACK REPAIR: B. Cost per square yard resealing based on a total project size from 1,500 to 3,000 square yards. Est Annual Usage: 7,000 Sq. Yd Brand Preference Not Applicable - Service Item | Square Foot/Feet | 7000 | 8 | SECTION 2: ASPHALT SEAL COATING AND CRACK REPAIR: C. Cost per square yard resealing based on a total project size of more than 4,000 square yards. Est Annual Usage: 7,000 Sq. Yd Brand Preference Not Applicable - Service Item | Square Foot/Feet | 7000 | 9 | SECTION 2 (D): CRACK REPAIR Average Parking lot of 2,000 sq. yd. with 500’ of cracks 1/2” wide or less and 500’ ft. of cracks from 1/2” to 1” wide and 500 sq. ft. of alligator areas. Cost LF (Cracks less than ½”) 500 LF Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 500 | 10 | Cost Ln Ft. (Cracks between ½” to 1”) 500LF Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 500 | 11 | Cost Sq. Ft. (Alligator areas) Brand Preference Not Applicable - Service Item | Square Foot/Feet | 500 | 12 | SECTION 3: PAVEMENT STRIPING/STENCILING/ WHEEL STOPS 1 A. Parking Lot STRIPING Under 10 spaces (standard white 4” wide-18LF long) • usually completed with other pavement work and stenciling Unit: Per LF Quantity: 10 Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 10 | 13 | 1 B. Parking Lot STRIPING 10-40 spaces (standard white 4” wide-18LF long) usually completed with other pavement work and stenciling Unit: Per LF Quantity: 40 Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 40 | 14 | 1 C. Parking Lot STRIPING 40-80 spaces (standard white 4” wide-18LF long) usually completed with other pavement work and stenciling Unit: Per LF Quantity: 80 Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 80 | 15 | 1 D. Parking Lot STRIPING Over 80 spaces (standard white 4” wide-18LF long) usually completed with other pavement work and stenciling Unit: Per LF Quantity: 120 Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 120 | 16 | 2 A. Curb Painting (red or yellow) Less than 100 LF Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 100 | 17 | 2 B. Curb Painting 100-500 LF Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 500 | 18 | 2 C. Curb Painting 500-1000 LF Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 1000 | 19 | 2 D. Curb Painting Over 1000 LF Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 1500 | 20 | 3 A. 4’x4’ Standard Handicap Stencil (Blue paint); usually required with other pavement work and striping 1-2 Stencils Brand Preference Not Applicable - Service Item | Each | 2 | 21 | 3 B. Standard Handicap Stencils-3 or more Stencils Brand Preference Not Applicable - Service Item | Each | 5 | 22 | 4 A. “NO PARKING” or “FIRE LANE” STENCIL-8”- along newly painted curb- 5-10 stencils Brand Preference Not Applicable - Service Item | Each | 10 | 23 | 4 B. “NO PARKING” or “FIRE LANE” STENCIL-8”- along newly painted curb- 11 -20 stencils Brand Preference Not Applicable - Service Item | Each | 20 | 24 | 5 A. 9”x6’ standard concrete rebar reinforced Wheel Stop installation- anchored with rebar-1-2 wheel stops Brand Preference Not Applicable - Service Item | Each | 2 | 25 | 5 B. 9”x6’ standard concrete rebar reinforced Wheel stop installation- anchored with rebar-2-5 Wheel stops Brand Preference Not Applicable - Service Item | Each | 5 | 26 | 5 C. 9”x6’ standard concrete rebar reinforced Wheel stop installation- anchored with min 9” rebar-5-10 wheel stops Brand Preference Not Applicable - Service Item | Each | 10 | 27 | 5 D. 9”x6’ standard concrete rebar reinforced Wheel stop installation- anchored with min 9” rebar-10 or more wheel stops Brand Preference Not Applicable - Service Item | Each | 25 | 28 | 6 A. 4’ DIRECTIONAL ARROWS STRAIGHT/ RIGHT/LEFT 1-4 arrows Brand Preference Not Applicable - Service Item | Each | 4 | 29 | 6 B. 4’ DIRECTIONAL ARROWS STRAIGHT/ RIGHT/LEFT 5-10 arrows Brand Preference Not Applicable - Service Item | Each | 10 | 30 | SECTION 4: CONCRETE MAINTENANCE and REPAIR A. Driveway Apron Replacement: Remove all concrete and base material to a total depth of 8" from an area measuring 24' x 10' (plus flares) from a standard driveway apron. Re-compact base as necessary. Remove all material from the site. Place and finish 8" of 3,000-PSI concrete with fiber mesh reinforcement. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Concrete shall receive a light broom finish. Protect from weather, traffic and vandalism as needed. After concrete has cured, remove forms and replace soil to edge of concrete. (Estimated annual usage 2 repairs.) Cost to complete one driveway apron replacement project as described above. Per Square Foot: 240SF Brand Preference Not Applicable - Service Item | Square Foot/Feet | 240 | 31 | B. Driveway Apron Repair: Remove all concrete and base material to a total depth of 12" from an area measuring 6' x 12' from a standard driveway apron. Re-compact base as necessary. Remove all material from the site. Place and finish 12" of 3,000- PSI concrete with fiber mesh reinforcement. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Concrete shall receive a light broom finish. Protect from weather, traffic and vandalism as needed. After concrete has cured, remove forms and replace soil to edge of concrete. (Estimated annual usage, 4 repairs.) Cost to complete one driveway apron repair project as described above. Per Square Foot: 72SF Brand Preference Not Applicable - Service Item | Square Foot/Feet | 72 | 32 | C. Sidewalk Repair: Estimated annual usage, 5 repairs: Saw cut width of sidewalk at both ends of area to be repaired. Remove all concrete from a broken and uneven section that is 5' wide by 10' long. Re-compact base as necessary. Form and pour new 4" thick sidewalk. Sidewalk shall receive a light broom finish. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Finish to match existing walk to remain. Protect concrete from weather, pedestrians and vandalism as needed. After concrete has cured, remove forms Per Square Foot: 50SF Brand Preference Not Applicable - Service Item | Square Foot/Feet | 50 | 33 | D. New Sidewalk: Estimated annual usage, 6 projects: Perform light grading (assume removal of top 4” of dirt to provide a firm base with a consistent slope) as needed to construct a new sidewalk with a surface flush with existing grade. Remove excavated materials from the site. Compact base with a vibrating plate compactor. Form and pour a new 4" thick, 5' wide concrete sidewalk for a total length of 30'. Sidewalk shall receive a light broom finish. Place an expansion joint at each end of new concrete and contraction joints at 6' intervals. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Contraction joints must be a minimum of 1/4 the depth of the pour and may be sawn or tooled over an insert. Protect concrete from weather, pedestrians and vandalism as needed. After concrete has sufficiently cured, remove forms and replace soil to edge of sidewalk. Cost to complete one 180 Brand Preference Not Applicable - Service Item | Square Foot/Feet | 150 | 34 | E. New Steps: Perform light grading as needed to construct a new section of exterior concrete steps. Remove excavated materials from the site. Compact base using a vibrating plate compactor at the top and bottom areas. Minimum thickness of concrete at back of treads shall be 6" to compacted base. Concrete keys at top and bottom to be 12" minimum thick by 18" minimum length. Number four rebar to be centered within the pour at 18" on center. Stairs shall have 13" treads and 6" risers with a ½" radius on the noses. The noses shall project 1" from the back of the treads. Cheek wall on each side of risers to be 12" wide. Top of cheek walls to be flush with top of risers. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Handrails will be provided by others. Treads to receive a heavy broom finish. Construct 5 risers, each 6' wide. After concrete has sufficiently cured, remove forms a Brand Preference Not Applicable - Service Item | Set | 1 | 35 | F. Concrete Curb and Gutter Replacement: Saw cut and remove damaged 6" x 24" The County standard curb and gutter 12’(TWELVE) in length from edge of parking lot or driveway and replace with proper material. Curb shall be as per The County standard #302a. All debris shall be promptly removed from the site and grade shall be re-established along the top of the new curb and sod if needed at completion of work. Cost to complete ONE repair as described above. Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 12 | | | 1 | SECTION 1 ASPHALT MAINTENANCE AND REPAIR A Area Repair: Remove all asphalt and base material from an area 20' x 40' from within a parking lot. Saw cut edges in a rectangular pattern and remove all material to a depth of 9". Remove all material from the site. Replace with 6" of compacted crusher run stone, 2" of binder and “1" of type "F" asphalt. Asphalt must be placed by a power paver with a heated screed. The temperature of the asphalt must be greater than 300 degrees Fahrenheit when placed. Roll asphalt smooth using a 3-5 ton roller to eliminate any ridges or depressions. Edges shall be flush to existing asphalt with no gaps or irregularities. Est Annual Usage: 5 Brand Preference Not Applicable - Service Item | Each | 5 | | 2 | B. Asphalt Milling/Overlay: Cost per square yard for milling/overlay based on a total project size of 750 to 1,500 square yards. A parking lot of 1,500 sq. yds has unevenness, high crack and alligator areas with loose asphalt material throughout. The solution is to mill a minimum of 1.5” depth of existing damaged asphalt and apply min 1.5” Permaflex (or equivalent) overlay. For the purpose of this bid, assume that there are no holes to excavate and refill prior to beginning milling. Apply a liquid tack coat to enhance adhesion of Permaflex to newly milled surface. Tack coat must be applied immediately prior to placing asphalt. Apply 1.5" of Permaflex (contractor must be licensed for use of Permaflex) overlay and roll for compaction. Permaflex shall be delivered directly to the site and spread immediately while hot. The use of insulating blankets to cover asphalt while in transit is strongly recommended and will Brand Preference Not Applicable - Service Item | Square Foot/Feet | 3000 | | 3 | B. Asphalt Overlay: Cost per square yard for overlay based on a total project size of 1,500 square yards to 2,500 sq. yds. Est Annual Usage: 3,000 sq. yd Brand Preference Not Applicable - Service Item | Square Foot/Feet | 3000 | | 4 | B. Asphalt Overlay: Cost per square yard for overlay based on a total project size of 2,500 square yards to 4,000 sq. yds. Est Annual Usage: 4,000 sq. yd Brand Preference Not Applicable - Service Item | Square Foot/Feet | 4000 | | 5 | C. Pothole Repair: Cost for total repair as described above. Remove all asphalt and base material from an area 4'x 4' from within a parking lot. Saw cut edges in a square pattern and remove all material to a depth of 8". Edges need not be saw cut if an infrared heat-producing unit is used that will blend old and new materials in a clean and neat manner. Remove all excavated material from the site. Replace with 6" of compacted crusher run stone and 2" of type “F” asphalt. Surface and edges shall be flush with existing asphalt with no gaps or irregularities. Bidder shall attach information on patching process if a heat-producing unit is proposed for use. Est Annual Usage: 10 Brand Preference Not Applicable - Service Item | Each | 10 | | 6 | SECTION 2: ASPHALT SEAL COATING AND CRACK REPAIR: A. Cost per square yard resealing based on a total project size of less than 1,500 square yards. Est Annual Usage: 7,000 Sq. Yd Brand Preference Not Applicable - Service Item | Square Foot/Feet | 7000 | | 7 | SECTION 2: ASPHALT SEAL COATING AND CRACK REPAIR: B. Cost per square yard resealing based on a total project size from 1,500 to 3,000 square yards. Est Annual Usage: 7,000 Sq. Yd Brand Preference Not Applicable - Service Item | Square Foot/Feet | 7000 | | 8 | SECTION 2: ASPHALT SEAL COATING AND CRACK REPAIR: C. Cost per square yard resealing based on a total project size of more than 4,000 square yards. Est Annual Usage: 7,000 Sq. Yd Brand Preference Not Applicable - Service Item | Square Foot/Feet | 7000 | | 9 | SECTION 2 (D): CRACK REPAIR Average Parking lot of 2,000 sq. yd. with 500’ of cracks 1/2” wide or less and 500’ ft. of cracks from 1/2” to 1” wide and 500 sq. ft. of alligator areas. Cost LF (Cracks less than ½”) 500 LF Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 500 | | 10 | Cost Ln Ft. (Cracks between ½” to 1”) 500LF Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 500 | | 11 | Cost Sq. Ft. (Alligator areas) Brand Preference Not Applicable - Service Item | Square Foot/Feet | 500 | | 12 | SECTION 3: PAVEMENT STRIPING/STENCILING/ WHEEL STOPS 1 A. Parking Lot STRIPING Under 10 spaces (standard white 4” wide-18LF long) • usually completed with other pavement work and stenciling Unit: Per LF Quantity: 10 Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 10 | | 13 | 1 B. Parking Lot STRIPING 10-40 spaces (standard white 4” wide-18LF long) usually completed with other pavement work and stenciling Unit: Per LF Quantity: 40 Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 40 | | 14 | 1 C. Parking Lot STRIPING 40-80 spaces (standard white 4” wide-18LF long) usually completed with other pavement work and stenciling Unit: Per LF Quantity: 80 Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 80 | | 15 | 1 D. Parking Lot STRIPING Over 80 spaces (standard white 4” wide-18LF long) usually completed with other pavement work and stenciling Unit: Per LF Quantity: 120 Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 120 | | 16 | 2 A. Curb Painting (red or yellow) Less than 100 LF Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 100 | | 17 | 2 B. Curb Painting 100-500 LF Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 500 | | 18 | 2 C. Curb Painting 500-1000 LF Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 1000 | | 19 | 2 D. Curb Painting Over 1000 LF Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 1500 | | 20 | 3 A. 4’x4’ Standard Handicap Stencil (Blue paint); usually required with other pavement work and striping 1-2 Stencils Brand Preference Not Applicable - Service Item | Each | 2 | | 21 | 3 B. Standard Handicap Stencils-3 or more Stencils Brand Preference Not Applicable - Service Item | Each | 5 | | 22 | 4 A. “NO PARKING” or “FIRE LANE” STENCIL-8”- along newly painted curb- 5-10 stencils Brand Preference Not Applicable - Service Item | Each | 10 | | 23 | 4 B. “NO PARKING” or “FIRE LANE” STENCIL-8”- along newly painted curb- 11 -20 stencils Brand Preference Not Applicable - Service Item | Each | 20 | | 24 | 5 A. 9”x6’ standard concrete rebar reinforced Wheel Stop installation- anchored with rebar-1-2 wheel stops Brand Preference Not Applicable - Service Item | Each | 2 | | 25 | 5 B. 9”x6’ standard concrete rebar reinforced Wheel stop installation- anchored with rebar-2-5 Wheel stops Brand Preference Not Applicable - Service Item | Each | 5 | | 26 | 5 C. 9”x6’ standard concrete rebar reinforced Wheel stop installation- anchored with min 9” rebar-5-10 wheel stops Brand Preference Not Applicable - Service Item | Each | 10 | | 27 | 5 D. 9”x6’ standard concrete rebar reinforced Wheel stop installation- anchored with min 9” rebar-10 or more wheel stops Brand Preference Not Applicable - Service Item | Each | 25 | | 28 | 6 A. 4’ DIRECTIONAL ARROWS STRAIGHT/ RIGHT/LEFT 1-4 arrows Brand Preference Not Applicable - Service Item | Each | 4 | | 29 | 6 B. 4’ DIRECTIONAL ARROWS STRAIGHT/ RIGHT/LEFT 5-10 arrows Brand Preference Not Applicable - Service Item | Each | 10 | | 30 | SECTION 4: CONCRETE MAINTENANCE and REPAIR A. Driveway Apron Replacement: Remove all concrete and base material to a total depth of 8" from an area measuring 24' x 10' (plus flares) from a standard driveway apron. Re-compact base as necessary. Remove all material from the site. Place and finish 8" of 3,000-PSI concrete with fiber mesh reinforcement. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Concrete shall receive a light broom finish. Protect from weather, traffic and vandalism as needed. After concrete has cured, remove forms and replace soil to edge of concrete. (Estimated annual usage 2 repairs.) Cost to complete one driveway apron replacement project as described above. Per Square Foot: 240SF Brand Preference Not Applicable - Service Item | Square Foot/Feet | 240 | | 31 | B. Driveway Apron Repair: Remove all concrete and base material to a total depth of 12" from an area measuring 6' x 12' from a standard driveway apron. Re-compact base as necessary. Remove all material from the site. Place and finish 12" of 3,000- PSI concrete with fiber mesh reinforcement. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Concrete shall receive a light broom finish. Protect from weather, traffic and vandalism as needed. After concrete has cured, remove forms and replace soil to edge of concrete. (Estimated annual usage, 4 repairs.) Cost to complete one driveway apron repair project as described above. Per Square Foot: 72SF Brand Preference Not Applicable - Service Item | Square Foot/Feet | 72 | | 32 | C. Sidewalk Repair: Estimated annual usage, 5 repairs: Saw cut width of sidewalk at both ends of area to be repaired. Remove all concrete from a broken and uneven section that is 5' wide by 10' long. Re-compact base as necessary. Form and pour new 4" thick sidewalk. Sidewalk shall receive a light broom finish. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Finish to match existing walk to remain. Protect concrete from weather, pedestrians and vandalism as needed. After concrete has cured, remove forms Per Square Foot: 50SF Brand Preference Not Applicable - Service Item | Square Foot/Feet | 50 | | 33 | D. New Sidewalk: Estimated annual usage, 6 projects: Perform light grading (assume removal of top 4” of dirt to provide a firm base with a consistent slope) as needed to construct a new sidewalk with a surface flush with existing grade. Remove excavated materials from the site. Compact base with a vibrating plate compactor. Form and pour a new 4" thick, 5' wide concrete sidewalk for a total length of 30'. Sidewalk shall receive a light broom finish. Place an expansion joint at each end of new concrete and contraction joints at 6' intervals. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Contraction joints must be a minimum of 1/4 the depth of the pour and may be sawn or tooled over an insert. Protect concrete from weather, pedestrians and vandalism as needed. After concrete has sufficiently cured, remove forms and replace soil to edge of sidewalk. Cost to complete one 180 Brand Preference Not Applicable - Service Item | Square Foot/Feet | 150 | | 34 | E. New Steps: Perform light grading as needed to construct a new section of exterior concrete steps. Remove excavated materials from the site. Compact base using a vibrating plate compactor at the top and bottom areas. Minimum thickness of concrete at back of treads shall be 6" to compacted base. Concrete keys at top and bottom to be 12" minimum thick by 18" minimum length. Number four rebar to be centered within the pour at 18" on center. Stairs shall have 13" treads and 6" risers with a ½" radius on the noses. The noses shall project 1" from the back of the treads. Cheek wall on each side of risers to be 12" wide. Top of cheek walls to be flush with top of risers. Expansion joint filler shall be of closed-cell foam topped with sealer as specified. Handrails will be provided by others. Treads to receive a heavy broom finish. Construct 5 risers, each 6' wide. After concrete has sufficiently cured, remove forms a Brand Preference Not Applicable - Service Item | Set | 1 | | 35 | F. Concrete Curb and Gutter Replacement: Saw cut and remove damaged 6" x 24" The County standard curb and gutter 12’(TWELVE) in length from edge of parking lot or driveway and replace with proper material. Curb shall be as per The County standard #302a. All debris shall be promptly removed from the site and grade shall be re-established along the top of the new curb and sod if needed at completion of work. Cost to complete ONE repair as described above. Brand Preference Not Applicable - Service Item | Linear Foot/Feet | 12 |
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