Syangja House Rebuild

34 × 22 ft · walls 17 ft on 1.5 ft plinth · truss roof

Masonry wallRCC slabCGI roof Metal frameWood deck & railingExisting 25 ft outline

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Plan dimensions (ft)

Length (front) Room depth Baranda depth Wall thickness Back wall height (planned) Front wall height (planned) Ground floor height Plinth height Existing wall height Rooms, ground floor Upper big room (%)

Roof & baranda

Roof type Roof overhang Slab-level eave width Truss spacing Column spacing Railing height Masonry Door/window allowance (%)

Window size

Width (ft) Height (ft)

View

Existing 25 ft outline Main roof R3 Trusses Upper floor Baranda roof R1 Slab eave R2 Metal frame M1 Panels & screens G1 Steel sheet cover Insect net N1 Windows & doors Staircase S1 Dimension labels Object IDs

Object index

Use these IDs when you ask for a change (“remove W4”, “make D2 wider”). W = window, D = door, R = roof, S = stair, F = slab, G = railing/screens, N = net, M = metal frame.

Removed IDs

Quantity estimate

Scope of work

Tick what still needs to be built. The lower three rooms are already rebuilt, so the default scope is the remaining work: both upper roofs, the staircase, the upper side windows and the metal baranda frame.

Who gets paid what

Person-days come from Nepal rate-analysis norms: dismantling masonry ≈ 2 helper-days/m³, plaster ≈ 9 m² per mason-day, stone masonry ≈ 1.2 mason + 2.4 helper-days/m³, truss fabrication ≈ 90 kg per welder-day, roofing ≈ 25 m² per skilled day, RCC ≈ 2.5 mason + 5 helper-days/m³. Working days assume the crew shown; add rain days and material waits.

Hardware order list (call-out quantities)

Sections, thicknesses and piece counts for the selected scope. Steel comes in 6 m (≈ 20 ft) stock lengths, rebar in 12 m rods, cement in 50 kg bags. Ask suppliers for a per-kg rate on MS sections and per-rod on TMT.