Site work and paving for a civil project in Morrow, Georgia. Completed plans call for site work for a bridge / tunnel; for paving for a bridge / tunnel; road / highway; and road / highway.

Scope of Work: The scope of work for this contract includes the design, engineering, supervision, labor, materials, and equipment necessary for the repair and refurbishment of this structure as described within this RFP. One (1) Vehicular Bridge Repairs and Maintenance Refurbishment: 44' Overall Width x 365' Long Repetitive Span Bridge 32' Wide (30' Clear) Vehicular Section (2) 6' Wide (5' Clear) Pedestrian Sections Bridge Repairs & Maintenance Description Scope includes fastener tightening, rail straightening, sanding/grinding of joints. Scope includes repairs utilizing treated dimensional wood and all treated timber framework including: Remove and replace (1) wingwall piling shim. Install marine grade pile wraps on (2) pile bents in/near crossing. Sand pile gouges/large checking. Remove and replace (100) vehicular wear deck boards using 2x8 Southern Yellow Pine materials to be glued and fastened to subdeck. Remove and replace (40) pedestrian deck boards using 3x8 Southern Yellow Pine materials. Remove and replace (1) 6x10 curb using Southern Yellow Pine materials. Remove and replace (45) 4x4x50" vehicular guiderail vertical pickets using Southern Yellow Pine materials. Remove and replace (40) 4x4x54" vehicular guiderail vertical pickets using Southern Yellow Pine materials. Remove and replace (3) 2x8 vehicular upper rails using Southern Yellow Pine materials. Remove and replace (4) 4x10 pedestrian rail posts using Southern Yellow Pine materials. Remove and replace (2) 2x6 pedestrian lower rails using Southern Yellow Pine materials. Remove and replace (15) 2x4 pedestrian vertical pickets using Southern Yellow Pine materials. Additional repairs of concealed/non-visible bridge components may arise after the removal of existing elements for the repairs listed above. In the event of additional repairs. 3. This scope includes repairs utilizing hardware including: Replace (6) Timber bolts at damaged curb location. Install any missing X bracing Hex bolts. Coat all exposed substructure fasteners with acrylic. 4. Scope includes A Timber Protective Systems. Pressure wash of bridge as necessary. Fresh Coat application of Acrylic Latex on foundations. Fresh Coat application of 3 Step Translucent Oil on pedestrian rails, vehicular rails/curbing, inside and outside of bridge cover (timbers only), both pedestrian decking systems, and the vehicular top deck system. 5. Scope excludes subdeck replacement. Portions of subdeck will be inspected when partial weardeck is removed. If replacement boards are required, they will be priced accordingly and submitted for approval to proceed. 6. Scope excludes debris removal from crossing, any environmental investigation of crossing, any animal/pest removal, or any bridge approach slab/asphalt work. 7. Scope excludes piling replacement. If it is discovered that replacement piling are required they will be priced based on 16' in the ground or until refusal utilizing typical vibratory hammer installation methods; Note that piling/drilling clauses are in effect as described in "Item B - Pile Foundations". Design 1. Scope excludes formal design work & engineering consultation due to the limited scope of work required for repairs. All repair installations will be performed utilizing standard installation techniques. Requests for Design Work & Engineering Consultation can be assessed for additional scope & cost. 2. Scope excludes permitting costs and responsibilities of permitting by contractor. Scope includes remote assistance to help contractor/owner during permitting via response to comments, remote meeting attendance, and other standard items requested by jurisdiction. Design or Engineering Requests by the jurisdiction will be reviewed for the additional cost per the additional scope. ITEM A | BRIDGE DESCRIPTION Construction 1. This scope includes a work/construction crew. 2. This scope includes dumpster provided by contractor; contractor crews will provide cleanup of each bridge/wall work site daily and place all scraps and debris in dumpster. 3. This scope includes bathroom facilities for the construction crew. 4. Scope requires the contractor/client to provide a pressurized water source or water truck for the YTPS applications. 5. This scope requires the client to designate and mark ample access and staging locations within security fencing for the construction crew, so that, scope of work can begin immediately upon arrival. 6. Scope excludes a wash station & security fencing. 7. This scope requires the client to ensure access road used to carry the materials and equipment to the bridge site, which may include application of gravel to solidify a road surface, road shaping and/or scraping to permit entry during inclement weather so that, scope of work can be continuous from commencement. 8.. This scope requires contractor/client to establish all field surveying as applicable to refurbishment scope to layout extensions, relocations, and/or new elements of bridge such as bridge staking, pile staking, offsets, elevations, benchmarks, and similar, as required by contractor and per contractor directives prior to mobilization, so that, scope of work can begin immediately upon arrival. 10. This scope requires contractor/client to agree to abide by pre and post construction walk-through and sign-off process for the bridge completion to ensure a successful project. 11. Scope is based on working hours 7AM - 5PM Monday thru Saturday, schedule as determined by contractor. Client requests to adjust working hours (increasing or decreasing) will require re-assessment of schedule and costs by contractor potentially resulting in additional costs to owner. 12. Scope is based on construction of a specified scope at the same time; any reduction in quantities could affect unit pricing for the remainder of the scope. 13. This scope of work excludes any irrigation or waterline work, electrical-related work, lighting, or the design and installation of any utilities on the bridge. 14. Scope excludes work in winter weather as defined: freezing temperatures or below, icy conditions, steady snow fall and/or blizzard conditions. In the event work in winter weather is required by client, additional costs will be assessed to the job. Costs will vary per severity of weather and reasons beyond contractors control including but not limited to: additional safety precautions, equipment difficulty/failure of operation, labor/schedule slow down, snow removal, material freezing, difficulty of material handling, and/or complete shutdown. Contractor will monitor conditions and report to client daily, no work will commence without client approval. Miscellaneous 1. Scope includes Sales Tax for materials and applicable Payroll Taxes. All other taxes are not included. 2. This scope includes contractor insurance coverage as follows: General Liability ($1m/$2m), Automobile Liability ($1m), Umbrella ($5m), and Worker's Comp. ($1m). Professional Liability Insurance is provided by the EOR ($2m/$3m). Any additional Insurance requirements may require supplemental costs be forwarded to client. 3. Contractor's scope of work should be based on the payments schedule as defined in the "Price Evaluation" of this contract. 4. This scope requires owner's representation to consist of one point of contact for the duration of the project, review boards or HOAs must designate/authorize one point of contact for project coordination. 5. Scope excludes liquidated damages: YBC will work with the client to meet timeframes as necessary, but will not be held liable for any liquidated damages. 6. Scope excludes non-union labor and non-prevailing wage rates. Requirements by owner, contractor, and/or union to comply with Union and/or Prevailing Wage requirements will be an additional cost unless agreed to otherwise in writing. 7. This scope excludes a Performance and Payment Bond, and/or any other bonding unless specified in this contract. Bid bonds and performance bonds will be provided upon request at an additional cost. 8. Scope excludes provisions for material and labor escalation costs. Material and labor escalation costs may require reassessment of bridge cost, based on market conditions and age of contract. Pile Foundations Scope of Work Contractors will utilize pressure treated timber foundations for all bridges unless otherwise noted. The following information includes installation method descriptions and standard associated unit costs: Typical Piling Installation Method: Contractors will utilizes a vibratory hammer to drive timber piling for foundations to contracted depth or until refusal. 1. Contracted Depth: Please see "Item A.I - Bridge Description". 2. Typical Depths: 10' or until refusal for Pedestrian/Golf Cart/Light Vehicular 16' or until refusal for Vehicular Customized Depths: Additional depths might be included in the scope at the request of the client, based on review of third party provided geotechnical information. Customized depths do not typically alleviate piling clauses, instead they increase upfront cost in hopes of limiting change orders in the field. Alternative Piling Installation Notification: In the event contractor encounters a need for Alternative Piling Installation Methods, the client will be notified with the discovered field conditions and an approval request to proceed. No additional work will commence without client approval, therefore, response to requests with immediacy is necessary to avoid downtime. Alternative Piling Installation Methods: Alternative Piling Installation Methods utilize various supplemental equipment, materials, and labor, to achieve appropriate in ground installation of timber piling as verified by EOR. Methods and Materials are dictated by soil conditions encountered that prevent or prohibit Typical Piling Installation Methods from meeting contracted depth or refusal requirements. Typical conditions & alternative methods are as follows: 1. Hard or Rocky Substrates: Alternate installation methods may include concrete footers, drilling, foundation redesign, or a combination of methods, as well as associated materials & labor. Unit Costs are required for: Auguring/Drilling including all setup/breakdown time: Concrete footer pricing will be determined by size. 2. Soft or Sandy Substrates: Alternate installation methods may include longer piling, sister piling, splicing, or a combination of methods, as well as associated materials & labor. Longer Piling & Sister Piling: Pedestrian: (from ground) and (from raft/scaffolding) per foot of piling installed Vehicular: (from ground) and (from raft/scaffolding) per foot of piling installed Prevailing Wage: (from ground) and (from raft/scaffolding) per foot of piling installed Splicing: From Ground: From Raft/Scaffolding: Freight: If required, costs are forwarded to client/ client notified ahead of time Piling Documentation: All piling installations are tracked via pile logs, that are evaluated by the EOR for Design Conformance. Pile Logs are signed & sealed by the EOR and included in the close-out documents. Geotechnical Data: Geotechnical information, such as soils reports, flow rates, and other site specific reports, are helpful in obtaining an approximate depth of piling needed for capacity per project. The client can procure geotechnical services to supply information to prior to the Design and Engineering so that the information can be incorporated into the design. Soils tests are conducted to a minimum of 50' to 100' deep or until refusal, based on stability of the soil. All soil tests/borings are completed as close to the location of the proposed piling as possible. Soil Testing and Piling Installation: Soil testing allows for preparation of expectations for design, materials, and construction methods to achieve the best-case scenario for an effective scope and anticipating probable outcomes once construction begins. All piling will be minimally driven to the insertion rate that will supply the needed capacity (determined through calculations in the engineering phase of the project). The final depth will be determined in the field during construction of the project. Engineering Details Scope of Work Contractor will accommodate standard provisions and parameters as they pertain to the project including shop drawings and engineering calculations necessary to verify the structural integrity and loading capacity, such as, the intended live loads and dead loads of structural components of contractor designs. This contract is limited to the scope of work as described in "Item A". The following information provides supplemental details regarding the engineering consultation scope, process, requirements, deliverables, and exclusions: Design, Engineering, & Schedule Milestones Contracted Scope Submittal - Minimally Item A, B, and C of this contract. Initial Client Shop Drawings Submittal - 30% Non-engineered Set Up to One (1) Response to 30% Comments Submittal - If required. Semi-Final Client Shop Drawings Submittal - 90% Non-engineered Set Up to Two (2) Response(s) to 90% Comments Submittal(s) - must provide any special conditions for jurisdiction or for project requirements for engineering at this time. Fully Engineered Shop Drawing Submittal - Digital Sign & Sealed PDF Set Up to One (1) Response to comments for jurisdictional inquiries in permitting. Permitting Assistance - Contractor may need to provide supplemental information for jurisdictional inquiries to help facilitate approvals, pending intensity of demands made, time elapsed, and documentation/authorization required, efforts above and beyond those noted herein may require additional payment. Notice to Proceed with Procurement - After permitting is secured pending scheduling this request will be made by contractor for authorization; please note that any adjustments to design or engineering after this authorization will carry additional costs for materials, design, & re-engineering. Foreman Redlines Set - Non-engineered maintained on Site Piling Logs - Non-engineered maintained on Site & In-office Design Conformance EOR Review - Engineered Letter of Conformance & Pile Logs Signed & Sealed Post-Construction Package - Foreman Redlines Set, Piling Logs, & Completed Design Conformance Review in a digital format sent via electronic transfer or email, hardcopies upon request. II. Design & Engineering Scope of Services: Design services are intended to be thorough and efficient to provide high quality work & clarity in projectdetails to ensure the project's success. Adherence to the schedule milestones is imperative to accomplish this goal. Design & Engineering scope includes the above listing of shop drawing submittals, the standard engineer consultation (sign & seal) of a single final design submittal, and a engineer consultation (sign & seal) of a single design conformance package. All submissions are digital. All design shop drawings and engineering consultations above and beyond this scope shall qualify as additional services. Additional Services are the redesign, supplemental calculations, structural upgrades, extensive editing, or similar adjustments to design and shop drawing package are required by client or permitting authority or a 3rd party engineer or due to significant schedule delays, may be required. The deadline for all inquiries is February 17, 2022, at 1700 hours. General Requirements - Contractors License Required - Insurance Required - License Required - Samples Required - Warranty Information Required Award Requirements - Reserve Rights to Award by Line Item Question Acceptance Deadline 02/17/2023 05:00 PM EST Questions are submitted online Yes Purchase Type One Time Only- Delivery Date:04/28/2023 The method of contractor selection has not been determined at this time.