What typically fails (and why it returns if you “just fill it”)
- Pinholes & blowholes (formwork air voids)
- Honeycombing (poor compaction/segregation)
- Rebar corrosion & spalling (chlorides/carbonation → rust expansion)
- Edge damage (impact, construction joints, anchors)
A permanent fix requires: correct primer on steel, SSD substrate, compatible repair mortar, controlled curing, and QA sign-off—each step is in the supplied method statement (see Scope, Procedure & QC on pp. 3–10).
Our 7-Step Concrete Repair Method (AmtaarGC)
- Safety first
Toolbox talk + PPE, controls for dust, mixing, handling cementitious materials—as set out under Safety & Health Measures (p. 5). - Defect assessment & limits
We classify the defect (pinholes, blowholes, honeycomb, rebar exposure) and agree the repair class/extent before works (Repair Assessment, p. 5). - Break-out & surface preparation
Remove all loose/contaminated concrete; square-cut edges; expose sound aggregate; treat reinforcement; bring substrate to SSD (saturated surface dry). This is the single biggest predictor of bond success (Surface Preparation, pp. 6–8). - Steel protection & bonding
- Zinc-rich anti-corrosion primer on cleaned steel reinforcement (e.g., Nitoprime Zincrich) and allow to dry as specified.
- Bonding/priming where required (e.g., Nitobond AR) per data sheet. (Sections 6.3 & product sheets).
- Select & mix the right mortar
- Renderoc FC – fine cosmetic/pinholes, skim up to a few mm.
- Renderoc BF2 – blowholes/bugholes around shallow depths.
- Renderoc TG – medium-to-deeper hand-placed repairs, vertical/overhead, and re-profiling.
Mixing ratios, pot life, and placement windows are taken from the data sheets (pp. 15–23).
- Place, profile, finish, cure
Compact properly, build in layers where needed, finish to line/level, protect from rapid drying, and complete curing as per the material instructions (Application, Finishing & Curing, pp. 8–10 & product sheets). - Quality control & sign-off
Works proceed under QC inspection requests (IRs), with hold points for substrate prep, steel treatment, material batch/mix, and final finish (see Quality Control, p. 10).
Materials we specify (from your document)
- Nitoprime Zincrich – single-component zinc primer for reinforcement; application timings, coverage and limitations on pp. 25–28.
- Nitobond AR – acrylic bonding agent/primer for concrete repairs; surface prep, application and curing on pp. 23–24.
- Renderoc FC / BF2 / TG – polymer-modified repair mortars; uses, mixing, coverage, limits, and overcoating guidance on pp. 15–22.
Typical defect → remedy (quick guide)
- Pinholes / skin defects: prep → SSD → Renderoc FC skim → controlled cure → QA.
- Blowholes / bugholes: prep → prime/bond where required → Renderoc BF2 placed & finished → cure.
- Honeycombing / spalls / rebar exposed: break-out to sound concrete → clean steel → Nitoprime Zincrich → bond as specified → Renderoc TG layered build-up → cure → QA IR.
Why our method lasts
Because we enforce substrate condition (SSD), steel protection, compatible mortars, and IR-based QA—the same control points and product procedures spelled out across Procedure and the appended data sheets. That’s how we lock in bond, durability, and a clean finish that takes coatings well.
FAQs
Can you paint/coating after repair? Yes—after the mortar cures; over-coating compatibility and waiting times are in the data sheets (e.g., FC overcoating guidance).
Do you work overhead/vertical? Yes—TG and BF2 are specified for vertical/overhead with correct priming and cure.
Book a site survey
Send photos + a brief description. We’ll mark up the defects, confirm the repair class, and issue a costed method with programme and IR hold points—ready for Building Control or consultant review.

