⚠ CONFIDENTIAL — CKY APEX Pitch Microsite Rev 0.8 Final | Forma Corporations | 12 April 2026 | Pure SVG Charts
DNA Factors
S
C
R
A
ON TRACK
SPI 1.00
CKY APEX — Nong Yai, Chonburi | EEC Zone | Rev 0.8 Final

Worker Accommodation
560 Rooms. 10 Months.
Delivered with certainty.

7 Buildings × 4 Floors × 80 Rooms. Pile Cutting to Roof handover. Steel Deck MD-75 composite floor system. Galvalume AZ150 deep-rib roof. Thai Engineering License ภย 59410.

Explore Proposal → Headshot Analysis Contingency Report
7
Buildings
560
Total Rooms
10M ★
Committed
฿69M
Proposal Midpoint
Project Understanding

What we're building — and why it matters

⬡
Scope Boundary
Forma scope: Pile Cutting → Roof. China: piling + HV electrical. Zero overlap. One accountable partner. Single PE signatory in-house.
◈
EEC Home Territory
Chonburi / Nong Yai is Forma's operational base. Local team, local supply chain, zero mobilisation risk. Engineers on-site Day 1.
⊞
Thai Law Compliant
80 rooms/building per Thai Building Control Act. ใบอนุญาตนิติบุคคล ๓๕๐๒๖๗. All drawings certified in-house ภย 59410.
◎
TORUK QA Platform
Every ITP Hold Point, pour record, NCR logged digitally. Monthly EVM progress report delivered to client.
Pile Cutting → Roof. One contract.
One point of accountability. One PE.
Thai Engineering License
ภย 59410
Project Schedule

Three scenarios. 10M committed.

See Manpower section for the economic proof that 10M beats 12M on cost, schedule, and competitive positioning.

Duration
Peak
Pre-Con
Floor: — Roof: Galvalume AZ150
Engineering Excellence

Material decisions backed by calculation.

Roof System — Frozen Rev 1.5
ParameterGI StdAZ150 ★
Thickness0.50mm0.47mm
Profile76mm150mm deep
Purlin@900mm@1,500mm
Service life5–10yr15–25yr
Net costbaseline−฿24,500
TIS 1499 / ASTM A792M | ภย 59410
Floor F2–F4 — Frozen Rev 1.5
ParameterRC 150mmDeck ★
FormworkFull bottomEliminated
Cycle14 days9 days
Total cost฿7.97M฿6.85M
FireInherent≥1.5hr spray
ScheduleCritical path10M achievable
EN 1994-1-1 / BS 5950-3 | ภย 59410
−1 week
per floor vs RC conventional
−฿1.1M
slab cost — 7 buildings total
25 yr
Galvalume AZ150 service life
Building Survey & Layout — Rev 0.8 Final Corrected

Floor plan & site from actual drawings.

Source: ENTEC Construction / SMK Holding drawings. Building: 38,500×13,500mm. 20 rooms/floor (10 per side, A+B). 4 floors = 80 rooms/building. All 7 buildings identical size.

Floor Plan
Cross-Section
Site Layout
Materials
Typical Floor — 38,500mm × 13,500mm | Scale ~1:55 | Source: ENTEC/SMK drawings
Room A-1 to A-10 (north side) | Corridor 1,500mm | Room B-1 to B-10 (south side) | Stair + Lift at ends
20 Rooms/Floor × 4 Floors = 80 Rooms/Bldg × 7 = 560 Rooms Total Central Corridor — 1,500mm STAIR LIFT A-1 3.5×6m A-2 3.5×6m A-3 3.5×6m A-4 3.5×6m A-5 3.5×6m A-6 3.5×6m A-7 3.5×6m A-8 3.5×6m A-9 3.5×6m A-10 3.5×6m B-1 3.5×6m B-2 3.5×6m B-3 3.5×6m B-4 3.5×6m B-5 3.5×6m B-6 3.5×6m B-7 3.5×6m B-8 3.5×6m B-9 3.5×6m B-10 3.5×6m A-side (6,000mm) B-side (6,000mm) 38,500mm — Stair(1,750) + 10 Rooms × 3,500mm + Stair(1,750) 13,500mm
Room W
3,500mm
Room D
6,000mm
Corridor
1,500mm
Bldg Width
38,500mm
Bldg Depth
13,500mm
Structural Cross-Section — All 4 Floors + Roof | GF conventional RC | F2/F3/F4 Steel Deck MD-75
Floor-to-floor: 3,000mm | Steel Deck: 165mm composite | Galvalume AZ150 deep-rib roof
Ground / Pile Foundation Level RC Column 300×300mm C25 SD40 — 3,000mm floor-to-floor Ground Floor Slab — RC 150mm C25 (Conventional) F2 RC Topping Steel Deck Vermiculite Total 165mm F3 F4 3,000mm 3,000mm 3,000mm GF Purlin C-75 @1,500mm Galvalume AZ150 Deep-Rib BMT 0.47mm Roof ~14m total height
GF Slab
RC 150mm C25
Conventional pour
F2/F3/F4 Deck
MD-75 + RC 90mm
165mm composite
Galvalume Roof
AZ150 BMT0.47
Deep-rib 150mm
Fire Rating
≥1.5hr spray
กฎกระทรวง ฉ.47
Site Layout — 7 Buildings LEFT column | All identical 38.5m × 13.5m | Nong Yai Industrial Estate
Based on aerial survey. 2-week stagger. 3 crews rotational. Pool and parking shown per site plan.
Main Access Road Parking Pool B1 Building 1 80 rooms | Crew A | Start M1 38,500mm B2 Building 2 80 rooms | Crew A | Start M2 B3 Building 3 80 rooms | Crew A | Start M2.5 B4 Building 4 80 rooms | Crew B | Start M3 B5 Building 5 80 rooms | Crew B | Start M3.5 B6 Building 6 80 rooms | Crew C | Start M4 B7 Building 7 80 rooms | Crew C | Start M4.5 Crew A — B1,B2,B3 Crew B — B4,B5 Crew C — B6,B7 Stagger: 2 weeks/building Gap: ≈8m between buildings Building: 38.5m × 13.5m Total: 7 bldg × 80 rooms
Material Specification — 3 Assemblies | Frozen Rev 1.5 | Certified ภย 59410
Roof Assembly
SheetGalvalume AZ150 0.47mm
ProfileDeep-rib 150mm
PurlinC-75×45 @1,500mm
GutterSS304 0.5mm
StandardTIS 1499/ASTM A792M
Floor F2–F4
SystemSteel Deck MD-75
DeckBMT 0.75mm Z275
RC Top90mm C25 210ksc
FireVermiculite 20mm soffit
Total165mm composite
Structure
Column300×300mm C25
Beam250×450mm C25
RebarSD40 fy=4,000ksc
StandardACI 318-19/วสท.
Sign-offภย 59410 in-house
Progress Model — S-Curve & EVM

Earned Value Management — monthly tracking.

BAC
฿69M
Budget at Completion
Milestones
5
Payment gates
SPI Target
≥1.0
On schedule
CPI Target
≥1.0
On budget
Cumulative Cost S-Curve — 10M Baseline | PV & EV
Planned Value (PV) vs Earned Value (EV) target | BAC = ฿69M | Thai Baht Millions
PV — Planned Value
EV — Earned Value
BAC ฿69M
฿0M ฿20M ฿40M ฿60M ฿69M ฿69M BAC ฿2.8M ฿15.2M ฿34.5M ฿52.0M ฿66.0M ฿69.0M M1 M2 M3 M4 M5 M6 M7 M8 M9 M10
Schedule Performance
SPI = EV ÷ PV
≥1.0 = OK
SV = EV − PV
+฿ = Ahead
Cost Performance
CPI = EV ÷ AC
≥1.0 = Under
CV = EV − AC
+฿ = Saving
5 Payment Milestones
M1 — Mobilisation
฿6.9M
10%
Contract signing
M2 — Foundation
฿13.8M
20%
All foundations done
M3 — Structure
฿20.7M
30%
All frames complete
M4 — Envelope
฿20.7M
30%
Roof + walls done
M5 — Handover
฿6.9M
10%
Post DLP inspection
Live S-Curve Simulator — Rev 0.8 Final

4-Factor DNA. Click any base. Watch it move.

Like editing DNA base pairs — change Schedule, Cash Flow, Risk, or Acceleration. The S-Curve recalculates and animates live. SPI, CPI, EAC update instantly.

S
Schedule
C
Cash Flow
R
Risk Level
A
Acceleration
10M Normal ★ — Clean Risk — Normal Cash Flow
Cumulative Cost (฿ Million THB) | BAC = ฿69M
PV Planned
EV Earned
BAC ฿69M
BAC ฿69M
Duration
10M
SPI
1.00
Schedule Performance
CPI
1.00
Cost Performance
EAC
฿69.0M
Estimate at Completion
VAC
฿0M
Cost Variance
Status
ON TRACK
SPI ≥1.0 CPI ≥1.0
How to read the simulator: Change S to see how schedule choice reshapes the curve. Apply R risk to see EV fall behind PV (the gap = project in trouble). Add A acceleration to push EV forward. Adjust C cash flow to see impact on cumulative spend timing. The live KPIs show real EVM metrics used in monthly client reporting.
Manpower & Resource Loading

The Headshot — 10M wins every dimension.

Verified analysis: same total labor (449 man-months each). But 10M saves ฿4.07M total through slab cost, overhead reduction, and LD protection.

Headshot: 10M vs 12M Economic Proof
Equal total man-months (449 = 449). But 10M Steel Deck eliminates ฿1.12M formwork + saves ฿1.45M overhead (2 fewer months) + provides ฿1.5M LD protection. Total 10M advantage: ฿4.07M.
Man-Months Equal
449 = 449
Labor cost identical
Slab + Overhead Saved
฿2.57M
10M cheaper than 12M
LD Protection
฿1.50M
฿50K/day × 30 days risk
Total Advantage
฿4.07M
10M vs 12M
10M vs 12M — Monthly Worker Count
Navy bars = 10M committed (Steel Deck) | Green bars = 12M reference (RC Slab) | 12M extends 2 months more
10M Steel Deck — Peak 72 (M6) | Committed
12M RC Slab — Peak 59 (M6) | +2 months overhead
0 20 40 60 80 61 71 72 59 65 M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 Peak 72 12M extra
Head-to-Head: 10M vs 12M
10M Committed — Trade Stacked Breakdown
Monthly worker count by trade | Peak M6 = 72 workers | Total man-months = 449
Mgmt
Pile
Found
Struct
Deck
Roof
Envelope
Finish
MEP
QA
0w 20w 40w 60w 80w 61 71 72 65 M1 M2 M3 M4 M5 M6 M7 M8 M9 M10
Resource Loading Table — 10M | All Trades × 10 Months
Crew A — B1, 2, 3
• Crew Lead A (RC)
• 2 pile cut
• 4 foundation
• 5 structural RC
• 4 deck team
Peak ≈16 workers
Crew B — B4, 5
• Crew Lead B (RC)
• 2 pile cut
• 4 foundation
• 5 structural RC
• 4 deck team
Peak ≈15 workers
Crew C — B6, 7
• Crew Lead C (envelope)
• 2 deck spec
• 4 masonry
• 4 finishing
• 3 MEP coord
Peak ≈13 workers
Fixed Management (10M):
Teeranai (PM)
GreenSun (CM+QA)
Supavinee (Coord)
Safety Officer
QA Inspector
= 5 fixed all months
Awareness & Contingency Report

Risk management. Forma sees what others miss.

8 risks identified and mitigated. Schedule float analysed. Cost contingency layered with 5 protection levels. China interface protocol defined.

Risk Matrix
Risk Register
Schedule Float
Cost Contingency
Escalation
8 risks mapped by Probability × Impact | Red = critical action | Amber = monitor | Green = contract clause
HIGH Prob × HIGH Impact
R01 China Piling Delay
R05 Permit Delay >6W
LOW Prob × HIGH Impact
R02 Steel Deck Late
R04 Labor Shortage
HIGH Prob × LOW Impact
R03 Monsoon Weather
R08 Material Price
LOW Prob × LOW Impact
R06 Scope Creep
R07 Payment Delay
Live Risk Register — updated monthly with progress reports
IDRiskPIScoreOwnerMitigation
Schedule Float — Critical path per building | Red=China delay risk | Amber=Monsoon | Green=Remaining
Available Float
2 weeks
per building in 10M
Risk Consumption
1–1.5 wk
Monsoon + China avg
Net Float
0.5–1 wk
Tight but viable
⚠ Critical: China piling ≥ 4W before Forma start per building. Steel Deck ordered at LOI (4-week lead).
5-layer cost contingency | ฿68–70M range provides complete protection
88% ฿69M Total Base Cost Contingency 5% Material Risk Labor Risk Margin
Range logic: ฿63.6M base + ฿3.18M contingency (5%) + ฿1.22M material risk = ฿68M lower bound. ฿70M upper covers labor market ±15% and unforeseen conditions. Surplus = Forma margin.
Escalation Protocol — 5 triggers | Response time ≤ 24 hours for CRITICAL
Stop Work Authority
Any team member may stop work for safety risk. DuPont IIF — no hierarchy override.
Change Order
All scope changes = written VO signed by both parties. No verbal authorisation.
Force Majeure
Monsoon, earthquake, govt directive = FM. Schedule extended by actual delay. No LD during FM.
Investment

Proposal range. Client-facing. Transparent.

All-in engineering and construction excl. VAT 7%. Pile cutting to roof handover. 10M schedule committed.

Lower Bound
฿68M
Base + 5% contingency
Midpoint — Committed
฿69M
10M Normal schedule
Upper Bound
฿70M
Includes risk provision
Includes: Pile cutting → Foundation → GF slab → Structural frame → Steel Deck F2–F4 → Galvalume roof → Envelope → Finishes → MEP → PM+QA+Safety. Excl. VAT 7% (add ฿4.83M).
Our Team

Licensed. Experienced. Accountable.

WW
Weerapong Wasukaratana
Founder / CEO / PE
▸ใบอนุญาตวิศวกร ภย 59410
▸PMP #2874041
▸LEED AP BD+C #11435934
20+ years. Italian-Thai, Samsung Engineering, PTT Excellence Award 2018. Founded Forma ~9 years.
TN
Teeranai
Project Manager
▸PM Command — all 7 buildings
▸Master Schedule + LPS
▸Monthly EVM to client
On-site Day 1. 07:30 standup. China interface liaison.
GS
GreenSun
CM / QA Lead
▸ITP owner — all Hold Points
▸DuPont IIF champion
▸TORUK QA admin
Every pour, deck check, NCR goes through GreenSun.
Corporate
๓๕๐๒๖๗
Mar 2572
PE License
ภย 59410
Active
PMP
#2874041
Dec 2026
LEED AP
#11435934
Oct 2027
The Certainty Guarantee

We sell certainty. Here is exactly what that means.

◉
DLP 12 Months
Full defects liability from handover. Structural, waterproofing, MEP at Forma's cost.
◈
Structural Warranty 5 Years
RC frame, Steel Deck floors, Galvalume roof — beyond Thai statutory minimum.
⬡
TORUK QA System
Every ITP Hold Point, pour record, NCR logged. Monthly dashboard access.
⊞
ITP Protocol
Inspection and Test Plan every phase: pile cut → foundation → deck → roof → MEP.
◎
DuPont IIF Safety
Incident and Injury Free. Felt Leadership daily. Safety Officer from Day 1.
△
PE Sign-off In-House
All calcs, specs, as-builts by ภย 59410 in-house. No outsourcing. Ever.
Ready to proceed?

Let's build with certainty.

License active. Team assigned. 10M committed. Contact Forma Corporations.

LINE @sugar_russ formacorps.com
Forma Corporations Co., Ltd.
เลขทะเบียน ๓๕๐๒๖๗ | ภย 59410 | Rev 0.8 Final | 12 Apr 2026