# Fusion Lockeed PEB — Master BOQ Summary

**Project:** Fusion Lockeed PEB (two-shed steel PEB, common 10-ft brick spine wall)  
**Prepared by:** FD-PM-LOCKEED-001 (Asad Raza)  
**Basis:** Geometry Control Basis (REVISED 2026-08-03). All rates Fusion field rates, PKR.

## Grand Total: **PKR 229,927,314**  (~Rs. 229.93 million)

### Division Summary

| CSI | Division | Subtotal (PKR) |
|-----|----------|----------------|
| 03 | Concrete | 1,243,737 |
| 04 | Masonry | 1,356,014 |
| 05 | Metals | 178,695,880 |
| 07 | Thermal & Moisture | 26,834,200 |
| 08 | Openings | 540,000 |
| 31 | Earthwork | 355,000 |
| | **Subtotal (all)** | **209,024,831** |
| | Overhead & Profit (10%) | 20,902,483 |
| | **GRAND TOTAL** | **229,927,314** |

### Key Quantities

- PEB framed steel: Shed1 213,408 kg + Shed2 300,352 kg
- Purlins: Shed1 33,696 kg + Shed2 47,424 kg
- Bracing: 25,688 kg  |  Plates (prov): 6,000 kg  |  J-bolts: 80 nos
- Concrete (4000psi): 27.4 m3 + PCC blinding 1.49 m3
- Rebar Gr60: 2,500 kg
- Brick spine wall: 46,800 nos (9in), 1040 sqft
- Roof sheeting: 13,520 sqft  |  Wall sheeting: 9,724 sqft (PPGI 0.5mm)
- Doors: 2 roller + 4 personnel

### Assumptions & Exclusions

- Two separate steel PEB sheds sharing a 10-ft brick spine wall at center line (Z=54ft), full 104ft length.
- Shed 1 = 54ft x 104ft; Shed 2 = 76ft x 104ft. Eave 18ft, ridge 26ft. Roof slopes down to top of spine wall.
- 20 steel columns = 5 frame lines x 2 sides per shed. Footings: 20 isolated + 1 brick-wall strip footing.
- SCOPE = BARE PEB FACTORY/WAREHOUSE SHELL (STRUCTURE ONLY). EXCLUDED (client-direct / out of scope): 09 Finishes, 21 Fire, 22 Plumbing, 23 HVAC, 26 Electrical, interior fitout, floor finishes, washrooms, all services.
- No electrical / mechanical / plumbing included. Steel + brick spine wall + PPGI cladding + doors only.
- Framed steel (rafters+columns) estimated at 38 kg/sqft: Shed1 213,408 kg; Shed2 292,448 kg.
- Purlins Z6" at 6 kg/sqft: Shed1 33,696 kg; Shed2 46,176 kg. Bracing ~5% of framed steel.
- Plates (base 25mm, gusset 16mm, cleat 6mm) estimated 6,000 kg total (provisional).
- J-bolts 25mm: 4 per column = 80 nos.
- Isolated footing 4x4x2ft (0.45 m3 each); RCC pedestal 2x2x1.5ft (1.33 m3 each); strip 1x2x104ft.
- Brick spine wall 104x10x0.75ft = 780 ft3; 60 bricks/ft3 = 46,800 nos (9in brick).
- Concrete 4000psi @ Rs.20,500/m3 (rate analysis); PCC blinding M10 @ Rs.13,000/m3.
- Rebar Gr60 = 2,500 kg in foundations/pedestals (provisional density).
- Roof sheeting 13,312 sqft; wall sheeting 9,680 sqft (3 sides/shed + front gable, less openings).
- PPGI 0.5mm @ Rs.300/kg: roof 4 kg/sqft, wall 3.5 kg/sqft (wall gauge assumption pending).
- Doors: 2 roller shutters @ Rs.180,000; 4 personnel doors @ Rs.45,000.
- Divisions 09/21/22/23/26 (finishes, fire, plumbing, HVAC, electrical) are PROVISIONAL lump sums — MEP design pending.
- Overhead & Profit = 10% of all-division subtotal.
- All rates are Fusion Developers field rates (Pakistan, PKR). No taxes/GST included. Network off — no live rate check.

*Provisional divisions (09/21/22/23/26) are placeholders pending MEP & finishes design. No taxes/GST. Network off — rates not live-checked.*