Civil Infrastructure Scopes

Subdivision engineering and utility reticulation

We engineer and execute trunk road formation, municipal sewer mains, and pressurized potable water networks for Greenfield tracts across Zimbabwe under single-contract accountability.

Technical Specifications

Engineered subsurface utilities and roadworks

Heavy Access Corridors

Trunk road formation

Complete civil formation from initial bush clearing and cut-and-fill leveling through sub-base stabilization. We lay compacted gravel wearing courses and Ministry-spec asphalt tailored to heavy transit loads and statutory gradients.

Gravity Networks

Municipal sewer reticulation

Laser-aligned trench excavation, Class 34 heavy-duty PVC pipe laying, and aggregate bedding. We construct precast and cast-in-situ concrete inspection manholes engineered to municipal fall standards and tie into regional trunk outfalls.

Pressurized Distribution

Potable water networks

Trenching and jointing of high-density polyethylene and uPVC water mains. Every pipeline branch incorporates gate valves, air release chambers, fire hydrant risers, and booster integrations tested to statutory hydrostatic requirements.

Operational Fleet

Heavy earthmoving inventory

Company-owned heavy plant maintained in our Harare Hillside depot guarantees continuous site uptime and immediate deployment across Mashonaland developments.

Excavation & Trenching
Compaction Control
Alignment Precision

Tracked hydraulic excavators

Pneumatic & vibratory rollers

Heavy motor graders

Equipped with 1.2 cubic meter buckets for hard-rock ripping, bulk cut-and-fill operations, and deep utility trench profiling down to five meters depth.

Fifteen-ton smooth drum and padfoot compactors delivering 98 percent MOD AASHTO densities across sub-grade, sub-base, and gravel wearing layers.

Fourteen-foot moldboard units operating with digital cross-slope systems to cut camber profiles, roadside table drains, and cross-culvert approaches.

Geotechnical Assurance

Three-stage quality verification

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02
03

Sub-grade bearing analysis

Compaction density logging

Hydrostatic pressure holds

In-situ Dynamic Cone Penetrometer and laboratory California Bearing Ratio tests ensure base materials achieve structural stability prior to gravel placement.

Nuclear density gauge verification and slump testing on all structural concrete culverts, headwalls, and manhole bases ensure zero settlement risk.

Potable mains undergo steady water pressure holds at twelve bars for twenty-four hours to certify zero joint leakage before trench backfilling.

Submit engineering drawings for review

Forward your subdivision master plan, contour surveys, and civil bills of quantities. Our engineering estimators return itemized groundworks schedules within five business days.