Drop BOQ, drawings & specs
.xlsx · .pdf · .dwg · .ifc — up to 4,000 rows
XLSBOQ — Riyadh Tower P2.xlsx2,384 rows · 1.4 MB✓
PDFTechnical specifications.pdf186 pages · 8.2 MB✓
DWGStructural — L1 to L24.dwg24 sheets · 42 MB✓
Parsing BOQ rows…
2,384/ 2,384 rows
01-1.01Site clearance & grubbingm²14,200
01-1.02Bulk excavation to formationm³18,400
01-2.01Bored piles Ø800 mmno142
01-2.02Reinforcement to piles — Y32ton186
01-3.01Pile caps — concrete C40/50m³680
01-3.02Raft slab — C40 pourm³2,400
02-1.01Columns L1–L8 — formworkm²3,840
02-1.02Columns L1–L8 — concretem³920
02-2.01Slabs L1–L8 — formwork & pourm²12,800
02-3.01Core walls — shear, C50m³1,640
2,384 rows parsed in 4.2s
Quantities normalised · units reconciled · 0 errors · 12 warnings flagged for review.
BOQ rows2,384
Disciplines7
CurrencySAR
Time4.2 s
Compress the programme by 30 days — keep MEP scope intact.
AI
Analysing critical path · simulating 7 scenarios…
Found 3 viable paths. Option C compresses by 30 days for SAR 540k — within your contingency.
A · Parallel piling rigs−24 d · +1 rig · +SAR 380k
B · Fast-track slabs L1–L4−12 d · +1 crew · +SAR 220k
C · Combined A + partial B recommended−30 d · +SAR 540k · risk Low
Applying option C · re-running CPM & levelling…
Piling Ø800
−14 d
Slabs L1–L8
−9 d
Slabs L9–L24
−6 d
Façade closure
−1 d
New duration
260→230days
−30 days saved · +SAR 540 k
Finish15 Jul 27
Float consumed0 d
RiskLow