NagaForge — Interactive Product Demo

Project Dashboard

Active Projects

2

1 active · 1 planning

Workers On Site

47

↑ 3 from yesterday

Budget Utilised

27%

₹1.2Cr of ₹4.5Cr

Open NCRs

1

1 minor · 0 major

Project Progress

Demo Residential Tower27%

G+7 RCC · ₹4.5Cr · Structural phase

Demo Commercial Complex0%

G+3 Steel · ₹2.8Cr · Planning stage

Monthly Expense Trend (₹ Lakhs)

Task Status

3

Done

4

In Progress

5

Todo

1

Urgent

🔴 Safety audit — ScaffoldingUrgent

🟡 Structural drawings — Found.Active

🟢 TMT bars procurementDone

Safety This Month

4

Toolbox Talks

1

Near Miss

0

LTI

PPE Compliance92%

Quality Summary

Cube Tests3 Pass · 0 Fail

QC Inspections3 Pass · 1 Fail

NCRs Open1 Minor

Next InspectionIn 2 days

Projects

Demo Residential Tower

DEMO-PRJ-001

Active

G+7 RCC framed residential tower. IS 456 / IS 13920 seismic design. Mumbai.

Budget

₹4.5 Cr

Spent

₹1.2 Cr

Start

Mar 2026

Deadline

Jun 2027

Overall Progress27%

Demo Commercial Complex

DEMO-PRJ-002

Planning

G+3 steel-framed commercial complex. IS 800:2007 design. Starting in 30 days.

Budget

₹2.8 Cr

Spent

₹0

Start

Jul 2026

Deadline

Dec 2027

Overall Progress0%

Structural Design Engine

IS 456 RCC Design

✅ Beam design (IS 456 Cl. 22-26)

✅ Column design (IS 456 Cl. 39)

✅ Slab design (IS 456 Cl. 24)

✅ Foundation design (IS 1904)

✅ Seismic detailing (IS 13920)

IS 800 Steel Design

✅ Beam design (IS 800 Cl. 8)

✅ Column design (IS 800 Cl. 7)

✅ Connection design

✅ AISC 360-22 check

✅ Eurocode 3 check

Mix Design & BBS

✅ IS 10262 mix design

✅ BBS generation (IS 2502)

✅ Bar bending schedule PDF

✅ Quantity takeoff

✅ BOQ integration

Sample Calculation — RCC Beam (IS 456:2000)

// Beam B1 — Span 6.0m | M25 | Fe415 | 230×450mm
Factored Bending Moment  : Mu = 1.5 × 112 = 168 kN·m
Effective Depth          : d  = 450 - 40 - 10 = 400 mm
Limiting Moment capacity : Mulim = 0.138 × fck × b × d² = 0.138×25×230×400² = 126.96 kN·m
→ Doubly reinforced beam required (Mu > Mulim)
Tension steel (Ast)      : 4–20mm dia (Ast provided = 1257 mm²) ✓
Compression steel (Asc) : 2–16mm dia (Asc provided = 402 mm²) ✓
Shear reinforcement      : 8mm @ 150mm c/c (IS 456 Cl. 40.4) ✓
// Result: SAFE — All checks passed per IS 456:2000

BIM 3D Model Viewer

Ground Floor

First Floor

Second Floor

Third Floor

Floors 4–7 (Typical)

8 Floors

25.6m Height

4,800 m²

Slab

Column

Beam

Selected Element

Ground Floor

Type: Slab

Material: Concrete M30

Thickness: 150mm

Area: 12.0 × 8.0 = 96 m²

Volume: 14.4 m³

Design Code: IS 456:2000

Status: Complete

Elements Summary

Columns32

Beams64

Slabs8

Walls48

Doors/Windows112

Model Info

Name: DEMO-BIM-001

Version: 1.2

Format: JSON / IFC

Gross Area: 4,800 m²

Height: 25.6 m

Clash Detection

✅ Structural vs Arch — 0 clashes

✅ Structural vs MEP — 0 clashes

⚠️ Arch vs MEP — 2 soft clashes

IFC Export

✅ IFC 2x3 compatible

✅ Revit import ready

✅ Navisworks import ready

Scheduling — CPM / EVM

PV (Planned Value)

₹120L

Week 12

EV (Earned Value)

₹112L

SPI = 0.93

AC (Actual Cost)

₹118L

CPI = 0.95

EAC (Forecast)

₹473L

BAC = ₹450L

Gantt / Activity Schedule

Activity	Duration	Start	Finish	Float	Status	Progress

Site Diary

Today's Site Diary —

Sunny morning / Cloudy afternoon

34°C

68% humidity

Workers on Site

47

Engineers

6

Work Done: Foundation concreting — Column C1-C6 completed. Cube samples taken. Formwork stripped at Basement.

Materials Used: Cement 20 bags · TMT 12mm 400kg · Aggregate 3 cum

Equipment: Tower Crane: 1 · Vibrator: 2 · Concrete Mixer: 1

Instructions: Maintain curing for 14 days post-pour. No loading on new slab for 7 days.

Last 5 Days

1

Today

Foundation concreting C1-C6

2

Yesterday

Rebar fixing — GF columns

3

2 days ago

Formwork striking — Basement

4

3 days ago

RCC column pour — Grid A

5

4 days ago

Brickwork — External walls

Equipment & Plant

Equipment	No.	Category	Ownership	Hire Rate/day	Last Service	Next Service	Status
Tower Crane TC-5013	EQ-001	Crane	Hired	₹8,000	28 May 2026	27 Jul 2026	Active
Concrete Pump CP-36	EQ-002	Pump	Hired	₹12,000	14 Jun 2026	14 Jul 2026	Active
Excavator JCB 3DX	EQ-003	Excavator	Owned	—	01 Jun 2026	01 Aug 2026	Maintenance
Generator DG 125kVA	EQ-004	Generator	Owned	—	15 May 2026	15 Aug 2026	Active

Workers & Attendance

Total Workers

47

On project

Present Today

44

93.6% attendance

Overtime Today

8

workers

Absent

3

Prior approval

ID	Name	Role	Check In	Check Out	Hours	OT	Status
W001	Rajesh Kumar	Engineer	08:00	17:30	9.5h	1.5h	Present
W002	Priya Sharma	Architect	08:15	17:00	8.75h	0.75h	Present
W003	Mohan Das	Foreman	07:45	18:30	10.75h	2.75h	Present
W004	Sunita Patel	Safety Officer	08:00	17:00	9h	1h	Present
W005	Vikram Singh	Site Manager	07:30	18:00	10.5h	2.5h	Present
W006	Anita Iyer	Engineer	—	—	—	—	Absent

Quality Control

Cube Test Results

Sample	Element	Grade	fck MPa	Result
CUBE-001	Column C1-GF	M30	31.2	Pass
CUBE-002	Slab S1-GF	M25	26.5	Pass
CUBE-003	Beam B1-GF	M30	29.8	Pass

QC Inspections

No.	Type	Element	Result
QCI-001	Rebar	Columns GF	Pass
QCI-002	Formwork	Slab 1F	Pass
QCI-003	Pre-pour	Slab 1F	Pass
QCI-004	Brickwork	Ext Wall	Fail

NCR — Non-Conformances

NCR-001

Brick masonry — incorrect bond

Minor

External Wall, Ground Floor · Raised: QC Engineer

Action: Demolish and rebuild with English bond

Open · Due in 5 days

QC Checklist — QCI-001 (Rebar Inspection, Columns GF)

#	Check Point	Reference	Requirement	Actual	Status
1	Bar dia and spacing correct	IS 456 Fig 5	As per drawing	Verified	Pass
2	Cover blocks in place	IS 456 Cl.26	Min 40mm clear	40–45mm	Pass
3	Laps and splices adequate	IS 456 Cl.26	Ld = 47d	50d provided	Pass
4	Formwork joints sealed	IS 456	No gaps	Sealed	Pass

HSE Safety

LTI-Free Days

127

0 Lost Time Injuries

Toolbox Talks

4

This month

Open Permits

2

Height work + excavation

Risk Assessments

5

All reviewed

Recent Toolbox Talks

Working at Height — Fall Prevention

40 attendees · 20 min · Safety Officer

Concrete Pouring Safety

45 attendees · 20 min · Safety Officer

Crane Safety & Exclusion Zones

38 attendees · 20 min · Safety Officer

Risk Assessment Register

Activity	Hazard	Score	Level
Height Work	Fall from height	20	High
Concrete Pour	Formwork failure	15	High
Crane Ops	Load drop	10	Medium
Excavation	Cave-in	8	Medium
Electrical	Electrocution	8	Medium

Permits to Work

Permit No.	Type	Title	Location	Status
PTW-001	Height Work	Working at Height — Column L3	Columns A1-A6, Level 3	Approved
PTW-002	Hot Work	Welding — Column base plates	Basement, Grid C	Closed
PTW-003	Excavation	External utility trench	North boundary	Pending

Commercial & BOQ

Contract Value

₹4.5Cr

Billed to Date

₹1.2Cr

Received

₹0.9Cr

Outstanding

₹0.3Cr

Bill of Quantities — Civil Works (Extract)

Item	Description	Unit	Qty	Rate (₹)	Amount (₹)
1.1	Earthwork in excavation for foundation	cum	420	280	1,17,600
1.2	PCC M10 — 75mm thick blinding	cum	28	4,800	1,34,400
1.3	RCC M30 — Raft foundation	cum	185	8,200	15,17,000
1.4	Tor Steel Fe415 in foundations	MT	28	68,000	19,04,000
2.1	RCC M30 — Columns GF	cum	22	9,500	2,09,000
2.2	RCC M25 — Slabs GF	cum	58	8,800	5,10,400
Sub-Total (Civil)					44,92,400

Invoices

Invoice No.	Client	Issue Date	Due Date	Amount	Tax	Total	Paid	Status
INV-DEMO-0001	Demo Holdings	13 Jun 2026	13 Jul 2026	₹50,00,000	₹9,00,000	₹59,00,000	₹0	Sent
INV-DEMO-0000	Demo Holdings	01 Apr 2026	01 May 2026	₹30,00,000	₹5,40,000	₹35,40,000	₹35,40,000	Paid

Documents

Title	Type	File	Version	Uploaded By	Approval
Structural Design Report — Foundation	Design Report	STRUC-001-Rev0.pdf	1.0	Rajesh Kumar	Approved
Architectural Drawing — GF Plan	Drawing	ARCH-GF-Rev2.dwg	1.0	Priya Sharma	Approved
Structural Drawing — Column Layout	Drawing	STRUC-COL-Rev1.dwg	1.0	Rajesh Kumar	Pending
IS 456 Concrete Mix Design M30	Test Report	MIXDES-M30-001.pdf	1.0	QC Engineer	Approved
Safety Management Plan	Safety Doc	SMP-Rev1.pdf	1.0	Safety Officer	Approved
Project Quality Plan	Quality Plan	PQP-Rev0.pdf	1.0	QC Engineer	Pending
BOQ — Civil Works	Commercial	BOQ-Civil-Rev2.xlsx	1.0	Finance Mgr	Approved