BPM307 Cost Planning and Estimation
Tutor-Marked Assignment Two
July 2021 Presentation
BPM307 TMA02 – Tutor-Marked Assignment
SINGAPORE UNIVERSITY OF SOCIAL SCIENCES (SUSS) Page 2 of 5
TUTOR-MARKED ASSIGNMENT TWO (TMA02) This assignment is worth 20% of the final mark for BPM307 Cost Planning and Estimation. The cut-off date for this assignment is 25 October 2021, 2355 hrs. Note to Students: You are to include the following particulars in your submission: Course Code, Title of the TMA, SUSS PI No., Your Name, and Submission Date. Question 1 Appraise and discuss the impact of the following authorities requirements on the design and construction cost for your clients project and provide advice to him: (a) URA Landscaping for Urban Spaces and High-Rises (LUSH) Programme: LUSH 3.0
(20 marks)
(b) BCA Design for Manufacturing and Assembly (DfMA) particularly the adoption of Prefabricated Volumetric Construction (PPVC) and Prefabricated Bathroom Units (PBU).
(20 marks)
Question 2 Demonstrate using the data given in Table Q2, to prepare and estimate the unit rate for reinforced concrete Grade 40 ($/m3).
(20 marks)
Items Data Supplier quotation for supply and delivery of ready mixed concrete Grade 40
$100/m3
Concrete wastage and shrinkage (during casting of concrete)
10%
Rental of concrete pump truck (include driver/operator) $600/100m3 Tools for casting, compacting and curing 2% of materials cost Main plant such as tower crane is priced in preliminaries Labour 3 gangmen can cast 3m3 per hour Labour hourly rate $18/hour Profit and overhead 10%
Table Q2: Data for Reinforced Concrete
BPM307 TMA02 – Tutor-Marked Assignment
SINGAPORE UNIVERSITY OF SOCIAL SCIENCES (SUSS) Page 3 of 5
Question 3 (a) Refer to Figure Q3, demonstrate and show the calculation of composite rate ($ per m2)
for the suspended slab and beam. (20 marks)
Figure Q3 Details of Slab and Beam
Assumptions: Column to column grid is 10 m by 10 m Column is excluded from this composite rate. Slab / Beam Reinforced Concrete (RC) Grade 40 Schedule of rate refers to Annex A
BPM307 TMA02 – Tutor-Marked Assignment
SINGAPORE UNIVERSITY OF SOCIAL SCIENCES (SUSS) Page 4 of 5
(b) The architect has issued a variation order to change the 02B01 beam size from 2400 mm x 900 mm deep to 2400 mm x 800 mm deep. Demonstrate and show the calculation of the variation cost for the structural work using the attached template.
Microsoft Excel Worksheet
Assumptions: Total length of beam affected by this variation order (VO) is 10 m.
(20 marks)
BPM307 TMA02 – Tutor-Marked Assignment
SINGAPORE UNIVERSITY OF SOCIAL SCIENCES (SUSS) Page 5 of 5
Annex A – Schedule of Rate
Schedule of Rates Item Descriptions Unit Rate
I CONCRETE WORK A Lean concrete grade 20 m3 214.40 B Reinforced concrete Grade 40 m3 134.90 REINFORCEMENT C Bar reinforcement kg 1.30
D Welded fabric reinforcement; well lapped (measured net) m
2 15.00
TIMBER FORMWORK
E Timber formwork to in-situ concrete vertical surface of column, walls and soffit of slab m
2 40.00
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