Draw a DETAILED Completed Work Breakdown Structure WBS, with the help of given information .

1. Site Work

2. Sub-Structure

3. Super-Structure

4. Finishes

5. Systems

1.Site Work

1.1 Site Clearance

1.2 Temporary Fence

1.3 Soil Analysis

1.4 Demobilisation

2.Sub-Structure

2.1 PCC

2.2 Column Neck

2.3 Footings

2.3.1 Shuttering

2.3.2 Steel Reinforcement

2.3.3 Concreting

2.3.4 Curing & Removing

2.4 Plinth Beam

2.5 Block Work

2.6 Water Proofing

2.7 Back Filling

2.8 Concreting & Flooring

3. Super-Structure

3.1 Columns

3.2 Beams

3.2.1 Bottom Steel

3.2.1.1 Straight

3.2.1.2 Curtail

3.2.2 Top Steel

3.2.2.1 Straight

3.2.2.2 Eoc / End Supt

3.2.3 Type

3.2.4 Size

3.2.5 Stirrups

3.3 Slabs

3.3.1 Type

3.3.2 Thick

3.3.3 Short Bars

3.3.4 Long Bars

3.4 Walls

3.5 Fence

3.6 Stair Case

3.7 Masonry

4. Finishes

4.1 Exterior

4.2 Interior

5. Systems & Utilities

5.1 Electrical

5.2 Sanitary

approved \begin{tabular}{|ccc|} \hline SCHEDULE & & \\ \hline \hline \end{tabular} \begin{tabular}{|c|c|c|c|c|} \hline \multicolumn{5}{|c|}{ SCHEDULE OF SLABS } \\ \hline TYPE & THICKSHORT BARS & LONG BARS & REMARKS \\ \hline S1 & 13 & Y10@ 16 C/C & Y10 @ 20C/C & \\ \hline S2 & 14 & Y10@ 16 C/C & Y10@ 20C/C & \\ \hline S3 & 15 & Y10@16 C/C & Y10@ 16C/C & \\ \hline S4 & 16 & Y10@14C/C & Y10@16C/C & \\ \hline S5 & 18 & Y12@12C/C & Y12@15C/C & \\ \hline SF & 20 & Y12@12C/C & Y14@15C/C & \\ \hline SL & 20 & Y14@15C/C & Y12@15C/C & T&B \\ \hline \end{tabular} 1. ALL HATCHED SLABS \& BEAMS ARE SUNK BY 20cm. 2. ALL REINFORCED CONCRETE (RCC) SHALL BE 'M 25' GRADE \& ALL PLAIN CONCRETE (PCC) SHALL BE 'M 15' GRADE. 3. S.R. CEMENT SHALL BE USED UPTO PLINTH LV (INCLUDING FLOOR PCC) 4. REFER GENERAL SHEETS FOR ALL OTHER SECTIONS AND DETAILS. NOTE : 1. THE SAFE BEARING CAPACITY OF SOIL IS ASSUMED 15T/M2 2. THE FOUNDATION DESIGNED FOR THREE FLOORS ONLY. 3. DEPTH OF FOUNDATION IS 1.60MT FROM LOWEST NATURAL GROUND LEVEL. 4. STEEL MARKED ' Y ' WILL BE HIGH YIELD STRENGTH DEFORMED BARS WITH SPECIFICED CHARACTERISTIC STRENGTH ' FY415N/mm2. 5. ALL REINFORCED CONCRETE (RCC) SHALL BE 'M 30' GRADE \& ALL PLAIN CONCRETE (PCC) SHALL BE 'M 15' GRADE. 6. S.R. CEMENT SHALL BE USED UPTO PLINTH LVL. (INCLUDING FLOOR PCC) 7. REFER GENERAL SHEETS FOR ALL OTHER SECTIONS AND DETAILS. 8. MIN.DEPTH OF FOUNDATION -1.80 FROM LOWEST NGL. (THE EXACT DEPTH TO BE DECIDED BY THE SUPERVISOR ENGINEER ACCORDING TO ACTUAL SITE LVL .BEFORE STARING THE EXCAVATION) 9. CONSTRUCTION MUST CHECK THAT THE (SEC) AFTER EXCAVATION IS SAME AS THE ASSUMED ONE AND REPORT TO BE ENGINEER (PLATE LOAD TEST CAN CARRY OUT FOR CHECKING THE SEC) 20 CII OOT SIDE INSIDE TEXTUBE PAINT SG-4.OM WIDE M.S. SLIDING GATI G1-1.2M WIDE M.S. GATE S.P- SOAK PIT 2.0M DIA 2.5M T.P- TELEPHONE PIT 0.30.3 WATER PROOF SOCKET +-IWATER TAPS - - WIPROOF COMP'D WALL LIGHT POINT. 14) - INTERCOM POINT CALL BELL SWITCH (WATER