Cost & Programme · Resource Hub
Cost & programme.
Indicative unit rates, material lead times, and programme allowances for Malaysian geotechnical works. For developers preparing project budgets, quantity surveyors costing tender documents, project managers planning programmes, and consulting engineers benchmarking specialist contractor quotes. Covers slope stabilization (soil nailing, ground anchoring, MSE walls, RC retaining walls, sheet piling, gabion, shotcrete), drainage, ground improvement (PVD plus preload, deep mixing, stone columns, vacuum consolidation), pile foundations, and supporting works. All figures indicative, in Malaysian Ringgit (RM), as of 2025-2026 market conditions. Site-specific quotes always required for budgets. By Infraconcrete - CIDB G7 specialist geotechnical contractor.
8
Work categories
RM
2025-26 rates
G7
CIDB highest grade
100+
Projects benchmarked
Engineer's note
These rates are anchored in our delivered project costs across Peninsular and East Malaysia, refreshed annually. For a binding quote, we need (a) site location, (b) ground conditions / SI, (c) constraints (programme, access, council requirements). Send those and we provide a same-day budget-grade estimate, then a firm quote within 1-2 weeks of site visit.
WhatsApp the engineering team →
Navigation
Jump to a topic.
01 / Important Disclaimer
Indicative only - site-specific quote always required.
The unit rates and ranges in this guide are indicative for benchmarking purposes only. They reflect Malaysian market conditions for 2025-2026, typical Klang Valley access and ground conditions, and standard project size. Actual project pricing depends on:
- Site location, access, working hours, security
- Ground conditions (residual soil, rock, soft soil, karst, mixed)
- Project size and continuity of work
- Material lead time and stock availability
- Programme constraints (rush programme, monsoon overlap)
- Specification details (corrosion protection class, design life)
- Local supplier and labour availability (East Malaysia rates differ)
- Currency / commodity fluctuations (steel, cement, oil)
- CIDB grade and specialty licensing of contractor
For accurate budgeting. Engage a CIDB G6 / G7 specialist geotechnical contractor at concept design stage. Get a site-specific quote based on preliminary geotechnical input. The ranges in this guide are starting points, not estimates.
02 / Soil Nailing
Per slope face area and per individual nail.
| Item | Indicative rate | Notes |
|---|---|---|
| Soil nail with 100 mm shotcrete + BRC A8 mesh, permanent | RM 200 - 400 per m^2 of slope face | 32 mm GEWI Grade 670, 1.5 x 1.5 m grid, 9-12 m length, residual soil |
| Soil nail with 150-200 mm shotcrete + steel fibre + mesh, permanent | RM 350 - 600 per m^2 | Heavier specification - tunnel portals, very steep slopes |
| Per individual permanent nail (32 mm GEWI, 9-12 m, HDG, grouted) | RM 1500 - 3500 per nail | Includes drilling, bar, grout, end plate, installation |
| Per metre run of soil nail (drilling + bar + grout) | RM 150 - 300 per m | Excludes facing - for variable-length zones |
| Temporary soil nail (no shotcrete face, basic spec) | RM 150 - 250 per m^2 | Construction-phase only |
| Difficult drilling addition | +15-30 percent | Bouldery soil, hard rock corestones, mixed face |
| Class 2 corrosion protection addition | +15-25 percent | Aggressive ground or 100+ year design life |
Pull-out test (typical contractor scope): RM 5,000-15,000 per test. Specify minimum 3 percent of total nail count for production.
03 / Ground Anchors
Strand and threadbar anchors.
| Anchor type | Working load | Indicative rate per anchor | Per m^2 wall face |
|---|---|---|---|
| 4-strand 15.7 mm | 600-700 kN | RM 15,000 - 25,000 | RM 800 - 1500 |
| 6-strand 15.7 mm | 900-1000 kN | RM 22,000 - 35,000 | RM 1200 - 2000 |
| 8-strand 15.7 mm | 1300-1400 kN | RM 30,000 - 50,000 | RM 1500 - 2200 |
| 12-strand 15.7 mm | 1900-2000 kN | RM 50,000 - 80,000 | RM 1800 - 2500 |
| Threadbar anchor (32 mm Grade 670, 12 m long) | ~330 kN | RM 8,000 - 15,000 | RM 600 - 1100 |
| Threadbar anchor (47 mm Grade 950, 15 m long) | ~1100 kN | RM 25,000 - 45,000 | RM 1500 - 2200 |
Per anchor rates include: drilling, sacrificial casing where required, strand / threadbar, primary grout, free-length sheath / corrugated duct, anchor head, stressing, lock-off, end detail. Excludes capping beam / ground beam structural work.
- Class 2 corrosion protection: +20-30 percent
- Difficult drilling (rock, mixed face, bouldery): +15-30 percent
- Long anchor (greater than 30 m): +10-20 percent
- Acceptance test: RM 5,000-15,000 per test (specify 3-5 percent of production)
- Investigation / suitability test: RM 15,000-30,000 per test
04 / MSE Walls
Reinforced soil with concrete block / panel facing.
| System / height | Indicative rate per m^2 wall face | Notes |
|---|---|---|
| SRW (modular block) up to 6 m | RM 600 - 1000 | Concrete block facing, geogrid reinforcement, granular fill |
| SRW (modular block) 6-10 m | RM 800 - 1300 | Heavier reinforcement |
| MSE wall (precast panel facing) up to 8 m | RM 800 - 1300 | Reinforced Earth-style precast panels, steel strap or geogrid reinforcement |
| MSE wall (precast panel facing) 8-15 m | RM 1100 - 1700 | Federal infrastructure standard |
| MSE wall (precast panel facing) greater than 15 m | RM 1500 - 2500 | Heavy reinforcement, specialist design |
| STRATA Geosystems MSE wall | Quote-based | Sole distributor in Malaysia: Starwall Sdn Bhd |
Includes: reinforcement (geogrid or steel strap), facing (block or panel), drainage layer, leveling pad. Excludes earthworks, footing preparation. Add 15-25 percent for difficult ground (soft soil foundation requiring ground improvement).
05 / RC Retaining Walls
Cast-in-place reinforced concrete cantilever walls.
| Wall height | Indicative rate per m^2 wall face | Notes |
|---|---|---|
| Up to 3 m | RM 800 - 1500 | Conventional cantilever, residential / commercial |
| 3-6 m | RM 1500 - 2500 | Wider footing, heavier reinforcement |
| 6-9 m | RM 2200 - 3500 | Counterfort wall typical for height greater than 6 m |
| Counterfort wall 9-12 m | RM 2800 - 4500 | Specialist - design-build delivery |
Includes: excavation, footing, stem, drainage layer, weep holes, formwork, rebar, concrete C30/37. Excludes backfill earthworks, surface drainage, capping beam decoration. RC walls in soft soil require pile or ground improvement foundation - add 30-50 percent.
06 / Sheet Piling
Per linear metre installed.
| Section / depth | Indicative rate per linear metre of wall | Notes |
|---|---|---|
| FSP-IIIA / IIIw 8-12 m driven | RM 800 - 1500 per m | Standard temporary works depth |
| FSP-IVw 10-15 m driven | RM 1100 - 1800 per m | Permanent works typical |
| AU16 / AU18 12-18 m driven | RM 1500 - 2500 per m | Heavier sections, deeper applications |
| AU20 / AU23 15-20 m driven | RM 2000 - 3500 per m | Heavy permanent works |
| Per m^2 of wall face (typical residential) | RM 800 - 1500 per m^2 | For comparison with other systems |
Includes: sheet pile section, driving, capping beam preparation. Excludes tieback / anchor, permanent capping beam, drainage. Permanent sheet pile (corrosion protection / cathodic / sacrificial steel addition): +15-25 percent.
07 / Gabion / Modular Block
Lower-cost gravity systems.
| System | Indicative rate per m^2 wall face | Notes |
|---|---|---|
| Gabion wall up to 4 m | RM 500 - 900 | Galvanised + PVC double-twist mesh, stone fill |
| Gabion wall 4-8 m | RM 700 - 1200 | Wider base, more lifts |
| Crib wall (concrete or timber) | RM 800 - 1500 | Pre-cast concrete cribs, less common today |
| Modular block gravity (low height, <3 m) | RM 400 - 800 | Aesthetic facing, residential |
Includes: foundation preparation, mesh / cribs, stone / fill, drainage. Excludes earthworks for excavation behind. Gabion mesh galvanising upgrade (PVC over-coat for 50+ year life): +15-25 percent.
08 / Shotcrete
Wet-mix and dry-mix sprayed concrete.
| Item | Indicative rate | Notes |
|---|---|---|
| Wet-mix shotcrete 100 mm thickness with mesh | RM 130 - 200 per m^2 | Slope facing, soil nail facing |
| Wet-mix shotcrete 150 mm with mesh + stiffeners | RM 180 - 280 per m^2 | Heavier slope facing |
| Steel-fibre shotcrete 100-150 mm | RM 180 - 320 per m^2 | Tunnel primary lining, high-toughness facing |
| Dry-mix shotcrete (gunite) 75-100 mm | RM 120 - 180 per m^2 | Smaller volumes, repair, remote sites |
| Per m^3 of shotcrete (volume basis) | RM 1200 - 1800 per m^3 | For comparison with structural concrete |
Includes: shotcrete material, application, mesh, curing. Excludes excavation, scaffolding, drainage. Steel fibre dose 30-60 kg/m^3 typical at upper end of range.
09 / Drainage
Surface and subsoil drainage components.
| Item | Indicative rate | Notes |
|---|---|---|
| Subsoil drain 100 mm UPVC perforated, gravel surround, geotextile filter | RM 150 - 280 per linear metre | Wall toe / slope toe drain |
| Subsoil drain 150 mm UPVC perforated | RM 200 - 380 per linear metre | Higher inflow zone |
| Concrete V-drain 0.6 x 0.4 m | RM 180 - 300 per linear metre | Surface berm drain |
| Cascade drain on slope face | RM 250 - 500 per linear metre | Stepped concrete with energy dissipators |
| Weep hole 100 mm UPVC with grille | RM 80 - 200 each | Plus filter pocket behind |
| Geocomposite fin drain | RM 60 - 150 per m^2 | Behind wall / basement, install with overlap |
| Inspection chamber / manhole | RM 1500 - 5000 each | Per BS 8000, sized to drain depth |
10 / Ground Improvement
Soft soil treatment.
| System | Indicative rate | Notes |
|---|---|---|
| Prefabricated Vertical Drain (PVD) 1.5 x 1.5 m grid | RM 8 - 18 per m installed | Per metre of PVD; multiply by depth and density |
| PVD per m^2 plan area (typical 12-18 m depth) | RM 30 - 80 per m^2 | Excludes preload fill |
| Preload fill (sand / aggregate) | RM 50 - 120 per m^3 | Place, surcharge, monitor settlement, remove |
| Stone column 0.6-0.8 m dia, 1.5-2 m grid | RM 250 - 500 per m installed | Vibroflot or wet method |
| Stone column per m^2 plan area | RM 200 - 500 per m^2 | Depends on column density and depth |
| Deep mixing column 1 m dia, 2 m grid | RM 500 - 1000 per m | Wet or dry mixing |
| Vacuum consolidation (instead of preload) | RM 80 - 180 per m^2 plan area | Faster than preload but specialist |
11 / Pile Foundations
Driven and bored piles.
| Pile type | Indicative rate per m | Working load | Notes |
|---|---|---|---|
| Driven RC square 250 x 250 mm | RM 100 - 180 | 500-800 kN | Routine residential |
| Driven RC 350 x 350 mm | RM 200 - 350 | 1000-1500 kN | Mid-rise commercial |
| Driven steel H-pile 350 x 350 | RM 380 - 600 | 1500-2500 kN | High-load piling, hard driving |
| Bored pile 600 mm | RM 600 - 1000 | 1500-2500 kN | Standard mid-rise / hillside |
| Bored pile 800 mm | RM 900 - 1500 | 2500-4000 kN | High-rise / heavy |
| Bored pile 1000-1200 mm | RM 1200 - 2200 | 4000-8000 kN | Mega-structure / bridges |
| Bored pile 1500 mm | RM 1800 - 3500 | 6000-12000 kN | Bridge piers, large structures |
| Micropile 200-300 mm | RM 350 - 700 | 500-1500 kN | Restricted access, retrofit |
Excludes pile cap / pile head detailing. Static load test (PLT): RM 30,000-150,000 per test depending on load. Pile dynamic test (PDA): RM 5,000-15,000 per test.
12 / Site Investigation
Borehole, lab testing, monitoring instruments.
| Item | Indicative rate | Notes |
|---|---|---|
| Borehole 150 mm dia, soil through residual to weathered rock | RM 250 - 500 per m | Includes SPT, samples, basic logging |
| Rock core (NX size, full recovery) | RM 400 - 700 per m | Extension into bedrock |
| Triaxial CIU/CD test (3 stress levels) | RM 2000 - 3500 per set | MS ISO/IEC 17025 lab |
| Ring shear (residual) | RM 2500 - 4500 per test | Specialist lab |
| Oedometer (consolidation) | RM 1000 - 1800 per test | Soft soil characterisation |
| Standard Atterberg limits + particle size | RM 250 - 450 per sample | Routine soil classification |
| Inclinometer install (per borehole) | RM 8,000 - 15,000 | Casing, readout, baseline |
| Vibrating wire piezometer (per location) | RM 5,000 - 12,000 | Sensor + cable + datalogger interface |
| Standpipe piezometer | RM 1,500 - 3,500 | Manual reading version |
| Microgravity / ERT geophysics survey | RM 80,000 - 250,000+ | Karst / cavity detection, project area dependent |
13 / Material Lead Times
Plan ahead - some materials are imported.
| Item | Lead time (typical) | Note |
|---|---|---|
| Standard rebar T16 / T20 / T25 / T32 | 1-2 weeks | Local mill stock |
| GEWI 32 mm Grade 670 | 2-4 weeks | Local stockists hold; couplers / accessories same |
| BRC mesh A6 / A8 / A10 | 1-2 weeks | Local stock |
| UPVC pipe | 1 week | Local stock |
| Cement OPC bulk | Immediate | RMC supplier |
| Geotextile non-woven 200-300 g/m^2 | 1-3 weeks | Local distributors |
| Geogrid HDPE / PET (Tensar / Strata / Miragrid) | 4-12 weeks | Origin and product dependent |
| HDPE geomembrane | 4-8 weeks | Specialty thicknesses; check stock |
| Prestressing strand 15.7 mm Y1860 | 6-10 weeks | Ex-mill plus shipping |
| Sheet pile S355GP non-stock sections | 8-16 weeks | Ex-mill (Europe / Japan) plus shipping |
| Sheet pile FSP / AU stock sections | 2-4 weeks | Local stockists Klang / Penang / JB |
| Macalloy / Williams threadbar (special grade) | 6-12 weeks | Imported specialty |
| Rockfall barrier components (Maccaferri / Geobrugg) | 8-16 weeks | Specialty engineered system |
14 / Programme Allowances
Mobilisation, monsoon, approval.
Project programme phases (typical)
- Concept design + initial SI: 3-6 months
- Detailed design: 3-6 months (parallel with SI completion)
- Authority approval: 6-12 months (multi-body)
- Tender / contractor procurement: 2-4 months
- Mobilisation: 4-8 weeks
- Geotechnical works execution: project-dependent
- DLP / monitoring: 24 months
Weather days per month (typical)
- Klang Valley dry season (Feb-Apr, Jun-Sep): 5-10 weather days/month
- Klang Valley SW monsoon peak (May, Aug-Sep): 10-15 weather days/month
- East Coast NE monsoon peak (Nov-Feb): 15-25 weather days/month
- East Coast inter-monsoon (Mar-Apr, Sep-Oct): 8-12 weather days/month
- Sarawak NE monsoon (Nov-Feb): 12-20 weather days/month
- Cameron Highlands / high-elevation: 12-18 days/month year-round
| Activity | Daily / weekly production rate | Notes |
|---|---|---|
| Soil nailing (single rig) | 4-8 nails/day (9-12 m length) | Drilling + grout + bar; faster on continuous spec |
| Ground anchor (single rig) | 1-3 anchors/day (depending on depth and load test) | Slower than soil nail due to longer drilling, double-corrosion |
| Shotcrete (single team, wet mix) | 30-60 m^3/day | Mesh installation parallel |
| MSE wall installation | 4-8 m^2 face/day per team | Block layer plus reinforcement |
| Sheet pile driving (single rig) | 4-8 piles/day (length 12-18 m) | Pre-bored / hammer dependent on ground |
| RC retaining wall casting | Sequence-controlled, typically 50-100 m^2/week | Bay length 5-10 m; cure time governs |
| Bored piling (single rig) | 1-3 piles/day (600-1000 mm dia) | Dependent on diameter and depth |
| PVD installation | 10,000-30,000 m/day per rig | High productivity once mobilised |
15 / Standards Reference
Codes and references for cost / programme work.
| Topic | Reference |
|---|---|
| Quantity surveying / measurement | SMM7 / NRM (UK); Malaysian SMM (BQSM); JKR/SPJ measurement |
| Tender / contract | JKR/SPJ Form of Contract; PWD; PAM; FIDIC for international |
| CIDB Contractor Grading | CIDB Act 1994; G1-G7 grade and turnover requirements; specialty licensing |
| BEM Engineer Registration | Registration of Engineers Act; PE / IEM Geotechnical Specialist licensing |
| Material specifications | BS / EN, MS standards, JKR/SPJ specifications |
| Construction programme (CPM, P6) | Project management standards (PMI PMBOK, ISO 21500) |
| Climate / monsoon programming | MASMA, MMD climate data, JKR contract weather day clauses |
| Site investigation costing | BS 5930, JKR/SPJ Section 1, IEM Geotechnical Specialist guidance |
Frequently asked
Cost questions.
How much does soil nailing cost? +
Indicative RM 200-600 per m^2 of slope face. Standard 32 mm GEWI Grade 670 at 1.5x1.5 m grid with 100 mm shotcrete + BRC mesh runs RM 280-380 per m^2 for permanent works in routine ground. Heavier specs (200 mm shotcrete with steel-fibre, 40 mm bars, HDG) push to RM 500-600 per m^2. Per individual nail: RM 1500-3500 typical for 9-12 m permanent.
What's typical for ground anchors? +
Per anchor: 4-strand 600-700 kN: RM 15,000-25,000. 6-strand 900-1000 kN: RM 22,000-35,000. 8-strand 1300-1400 kN: RM 30,000-50,000. 12-strand 1900-2000 kN: RM 50,000-80,000. Per m^2 anchored wall face: RM 800-2500. Class 2 dual-corrosion: +20-30 percent. Excludes RC capping beam.
What lead times for materials? +
Local stock (1-4 weeks): GEWI 32 mm, rebar, mesh, UPVC, geotextile, cement. Imported (4-16 weeks): prestressing strand, sheet pile non-stock sections, geogrid (Tensar/Strata/Miragrid), HDPE geomembrane, specialty threadbar, rockfall barrier components. Always confirm at design stage to avoid programme issues.
How do I budget hillside development geotech scope? +
Total geotech (SI + design + slope work + drainage + monitoring): 8-15 percent of project value for modest sites, 15-25 percent for steep / complex / tall. SI 0.3-0.7 percent. Consultancy 0.5-2 percent. Slope stabilization 3-15 percent. Drainage 5-10 percent of slope cost. Monitoring RM 100,000-500,000+. Get site-specific quotes at concept design.
What weather day allowance for programme? +
Klang Valley dry: 5-10 weather days/month. Klang Valley SW peak (May, Aug-Sep): 10-15 days/month. East Coast NE peak (Nov-Feb): 15-25 days/month. Sarawak NE: 12-20 days/month. Cameron Highlands / high-elevation: 12-18 days year-round. Programme must avoid critical-path open-cut activities during peak monsoon.
Need site-specific quote for your project?
Send the project specification or design drawings. Same-day response from the engineering team. We provide site-specific pricing and programme for slope stabilization, retaining walls, ground improvement, and pile foundations across Peninsular and East Malaysia.