PROJECT # 1055.
Jobsite Address: 801 Elbridge Dr. Raleigh NC 27603
Primary Bid Request: Monolithic Slab for Metal Building (1400 SQ FT)
Optional Add-On Bid #2: Construction Entrance: Concrete Apron, Entrance, and Paved Gravel Road
Optional Add-On Bid #3: Erect PEMB Metal Building **NOT a Tube Building**
Mandatory Site Access & Operational Logistics Directive
Pre-Bid Inspection: Bidder must have appointment in-writing to enter onto the property.
This project is located in a subdivision and in the back yard of the location.
Builder will provide telehandler for use by awarded bidder.
⏱ Work hours are 7am to 6pm Monday through Saturday.
Direct Operations Line: (919) 391-7577
Document Identifier: RFB-Form-1055
REQUEST FOR BID / PROPOSALS
⚠️ Attn Bidders: Please provide a turnkey bid for our Primary Requirement (Monolithic Slab Foundation) as soon as possible per the project drawings. Separate, itemized optional pricing must be submitted for Add-On Scopes 2 and 3 if capacity permits.
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Date of Issuance:
September 17, 2026
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Target Bidder Matrix:
Qualified Bidders
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Project Control Number:
Job #: 1055
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General Contractor / Builder:
Inco Steel Buildings, Inc.
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Project Owner Identification:
___________________________
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Project Site Location:
3-Miles Off Highway 42, Raleigh, NC 27603
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Environmental & Permit Jurisdiction Status:
Wake County NC Permit Office (Note: The building permit filing has not been started as of the date of this bid request)
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Bidder Requirements, Qualifications & Financial Terms
To maintain uncompromised engineering precision and absolute safety thresholds across the Job #1055 footprint, all responding contracting entities must strictly satisfy the corporate pre-qualification criteria detailed below [1.1]. Proposals from non-vetted or non-compliant firms will be instantly disqualified.
| Qualification Category | Compliance Allocation | Definitive Performance Directives |
|---|---|---|
| TIMELINE & DURATION: | Mandatory Schedule | Bidder must sign, lock in, and guarantee a firm start date and completion date upon contract award. For the Primary Foundation (Bid #1), the bidder explicitly agrees to meet the **11-hour placement/cutting window** and the **24-hour form-strip/drain/backfill execution timeline** detailed in the specifications below. |
| WORK PERFORMANCE: | Subcontracting Ban | Subletting or subcontracting any portion of this work is strictly prohibited. All on-site labor must be performed directly by the bidder’s documented W-2 employees to ensure uncompromised safety and quality trackin. |
| CREDENTIALS & PROFILE: | 5-Year Minimum | Bidder must possess a minimum of **five (5) years of verifiable experience** directly related to the respective bid descriptions and provide active, verifiable commercial business references upon request. |
| INSURANCE & COI STATUS: | COI Mandate | Bidder must maintain active **Commercial General Liability, Workers' Compensation, and Commercial Auto** insurance policies. *Administrative FYI: All Certificates of Insurance (COIs) naming Inco Steel Buildings, Inc. as an additional insured must be emailed directly to:* Office@IncoSteelBuildings.com. |
We issue prompt disbursements exclusively via **bank wire transfers through Fidelity Bank NC**. If your accounting division prefers a corporate physical check or an alternative payout model, you must notify our office and receive formal written approval before commencing any on-site work or staging any materials.
Technical Specifications: Primary Monolithic Slab Foundation
Proposals must be meticulously structured around the definitive target engineering metrics and pour-day operational constraints detailed below. Deviation from these physical or temporal parameters will result in immediate bid rejection.
| Engineering Element | Required Allocation | Definitive Structural Performance Directives |
|---|---|---|
| FOOTPRINT DIMENSIONS: | 1,400 Total SQ. FT. | The foundation pad metrics must span exactly **35' Wide x 40' Length** in strict accordance with the master structural layouts. |
| SLAB THICKNESS & MIX: | 6" Thick / 4000 PSI | Reinforced steel monolithic slab structure measuring exactly **6 inches thick**, utilizing site-delivered, certified **4,000 PSI ready-mix concrete**. |
| PERIMETER FOOTINGS: | 12" W x 2'-4" D | Continuous perimeter grade-beam footings excavated to a minimum dimensions threshold of **12" wide by 2'-4" deep**. |
| POUR DAY CONSTRAINTS: | 11-Hour Hard Cap | **Continuous Placement Window: The contractor must execute the entire continuous slab concrete placement, achieve a hard slick-trowel finish, and complete all soft-cut expansion joints within a hard eleven (11-hour) operational window. This cycle begins precisely at 5:30 AM, synchronized with the concurrent arrival of the pumper truck and the first ready-mix truck.** |
| DAY 2 SITE WORK: | 24-Hour Timeline | Within **24 hours of pour completion**, the contractor must completely strip and remove all forms from the site footprint, install the underground perimeter footing drain system per drawing specs, and backfill/compact the exterior perimeter structural edge to final subgrade. |
Technical Specifications: Optional Add-On Project Scopes
Bidders with available field capacity shall provide separate, isolated, and itemized lump-sum pricing for the optional development scopes detailed below. Each optional scope card must be evaluated as an independent turnkey execution segment.
- Concrete Transition Apron: Measuring exactly 12 feet in width by 4 feet in length spanning from the municipal street edge.
- Gravel Access Road: Measuring exactly 12 feet in width by 135 feet in length [1.1]. Sourced utilizing **#57 structural clean stone packed to an unyielding 8-inches finished depth**.
👉 Turnkey Requirement: The contractor must file, track, and procure all required **Wake County entrance permits** [1.1]. Provide full civil execution to install a turnkey concrete transition apron and formal entrance cut from the public road right-of-way to the building pad [1.1]. Grade, proof-roll compact, and install the paved gravel access road exactly as outlined on the engineered site/property drawings [1.1].
- Building Framework Profile: Cold-Formed Steel (CFS) pre-engineered engineering building frame [1.1].
- Structural Framing Dimensions: Exactly **35' Wide x 40' Length x 16' Eave Height** footprint [1.1].
👉 Turnkey ***( LABOR ONLY----BUILDER WILL FURNISH TELEHANDLER FORKLIFT )**** Requirement: Provide 100% of all experienced erection labor, commercial rigging lines, anchoring hardware, and field tools necessary to completely assemble, square, plumb, and anchor the pre-engineered metal building framing skeleton and metal sheeting skins [1.1]. Scope must explicitly include the precise square installation OF ALL DOOR OPENINGS (4), and, weather-flashing, and commercial lockset hardware alignment adjustment of **one (1) 3070 commercial steel personnel man-door unit** [1.1].
Bid Submission, Ledger Commitments & Execution Sign-Off
The responding contractor must completely fill out every financial allocation line and schedule threshold below [1.1]. Submitting this execution card binds your firm to the explicit material and temporal metrics defined within this Job #1055 Request for Proposals [1.1].
| Guaranteed Project Start Date: | Guaranteed Project Completion Date: |
| Authorized Contractor Executive Signature: Authorized Company Representative Title & Date Signed | |