QSM201 Conclude-of-Course Review Jan 2026 Instruction To Students: This Conclude-of-Course Review paper contains SEVENTEEN (17) pages (including the duvet web articulate). You are to encompass the next particulars to your submission: Course Code, Title of the ECA, SUSS PI No., Your Name, and Submission Date. Late submission shall be subjected to the marks deduction arrangement. Please focus on over with the Student Instruction manual for particulars. Valuable Expose ECA Submission Closing date: Wednesday, 15 April 2026, 12 Noon Please Read This Knowledge earlier than You Begin Working to your ECA This ECA carries 70% of the course marks and is a compulsory factor. It is some distance to be completed in my plan and no longer collaboratively with varied college students. Submission You are to put up the ECA task in valid the equivalent formulation as your tutor-marked assignments (TMA), i.e. using Canvas. Submission in any varied formulation adore hardcopy or any varied arrangement is now not any longer going to be authorized. Digital transmission is now not any longer instantaneous. It is some distance that you might maybe well well well most definitely believe of that the network traffic might maybe well well very properly be in particular heavy on the closing date and connections to the device can’t be assured. Subsequently, you might maybe well well well most definitely very properly be informed to put up your task the day earlier than the cutoff date in picture to verify that the submission is authorized and in correct time. Once you might maybe well well well discover submitted your ECA task, the gap is displayed on the computer show conceal conceal. Possibilities are you’ll well well most effective discover a a success task submission message if you had applied for the electronic mail notification option. ECA Marks Deduction Blueprint Please expose the next: Submission Lower-off Time – Except otherwise informed, the minimize-off time for ECA submission shall be at 12:00 noon on the day of the closing date. All submission timings shall be in accordance with the time recorded by Canvas. Begin Time for Deduction – Students are given a grace period of 12hours. Subsequently calculation of behind submissions of ECAs will originate up at 00:00 hrs the next day (this applies despite the incontrovertible truth that it is miles a holiday or weekend) after the closing date. How the Blueprint Works – From 00:00 hrs the next day after the closing date, 10 marks shall be deducted for every 24-hour block. Submissions which might maybe well well most definitely be field to higher than 50 marks deduction shall be assigned zero sign. For examples on how the arrangement works, please focus on over with Part 5.2 Para 1.7.3 of the Student Instruction manual. Any extra files, lacking appendices or corrections got after the closing date will also no longer be sensible within the grading of your ECA task. Plagiarism and Collusion Plagiarism and collusion are kinds of dishonest and are no longer acceptable in any invent of a pupil’s work, including this ECA task. Possibilities are you’ll well well reduction some distance off from plagiarism by giving appropriate references must you insist some varied other folks’s solutions, phrases or pictures (including diagrams). Refer to the American Psychological Association (APA) Handbook if you might maybe well well well most definitely adore reminding about quoting and referencing. Possibilities are you’ll well well reduction some distance off from collusion by ensuring that your submission is in accordance with your discover person effort. The electronic submission of your ECA task shall be screened thru a plagiarism detecting software program. For more data about plagiarism and dishonest, you might maybe well well well most definitely mute focus on over with the Student Instruction manual. SUSS takes a indispensable stance against plagiarism and collusion. Well-known circumstances will in general result within the pupil being referred to SUSS’s Student Disciplinary Neighborhood. For various circumstances, most distinguished marking penalties or expulsion from the course shall be imposed. Acknowledge ALL questions. (Entire 100 marks) Query 1 Account for Figures Q1.1 to Q1.3. (a) Put together a take-off checklist including the models of measurement and relevant SMM clauses for the excavation, reinforced concrete works including formwork and reinforcements shown within the drawings and specifications. (10 marks) (b) Discover measurement systems to take off quantities for all of the next: (i) Sub-structure excavation, concrete, formwork and hardcore (15 marks) (ii) Sub-structure reinforcement for foundations and column stumps (10 marks) (c) Discover measurement systems to take off quantities for the reinforced concrete piles. (10 marks) Specification Notes for Query 1: Excavation & RC Works: Over teach excavation works shall no longer be required. Reduced degree at soffit of hardcore layer is 97.200 Backfilling shall be from materials coming up from the excavation works. All surplus excavated materials shall be disposed of teach to an authorized tip. Hardcore materials shall comprise of broken stones and concrete and compacted with a 10t mechanical roller. Reinforced concrete shall be of grade 40 strength. Lean concrete shall be of grade 15 strength. Formwork shall be of sawn bushes. Ground beam shall be 200 x 200 mm deep. Reinforcement Works: Concrete duvet shall be 40 mm thick. High bar bend allowance shall be 150 mm and 200 mm for bottom bar bend in foundation. Column stump predominant bars shall be set of living 190 mm into the muse. Reinforced Concrete Precast Concrete Piles: Piles shall be 175 x 175 mm RC grade 40 precast and reinforced with 4xH25mm diameter predominant bars with H10mm diameter links @ 150mm c/c. Piles are set in below all foundation at 500 mm c/c each and every systems and 600 mm some distance off from the perimeters of the muse. All piling works shall be in provisional quantities and shall launch from the EGL. The estimated driven depth is 20.00 m. Pile sneakers shall be of chilled iron to compare pile measurement and weighing 25 kg. All piles are required to be minimize at the precious minimize of degree. Five working piles shall be selected for load test as a lot as 1.5 instances the designed working load of 80t. Figure Q1.1 Foundation Conception (NTS) Table Q1: Time table of Foot/Foundation Diminutive print (NTS) Figure Q1.2: Traditional Foundation Part Diminutive print (NTS) Figure Q1.3: Column Stump Diminutive print (NTS) Query 2 Figures Q2.1 to Q2.6 reveals the layout thought and particulars of three inspection chambers and the major drain line to be constructed. Discover measurement systems to take off quantities for the next: (a) Inspection chambers (3 Nos) and all associated works. (20 marks) (b) Predominant drain line (2 sections) and all associated works including attempting out and connections to public sewers. (10 marks) (c) Timber piles. (10 marks) Specifications Notes: Inspection Chambers & Drain: Excavation for inspection chambers and drain traces shall launch from the existing ground degree of 100.000 on gentle ground. Predominant drain channel shall be 150 mm diameter half of spherical vitrified clay bedded and jointed in cement & sand mortar (1:3). Division channels shall be 100 mm diameter half of spherical vitrified clay bedded and jointed in cement & sand mortar (1:3). There are 2 department channels every in IC1, 3 in IC2 and 5 in IC3. Bricks shall be in Engineering bricks, laid English Bond, bedded and jointed in cement and sand mortar (1:3). Concrete bed shall be 100 mm thick and benching moderate 150mm excessive with (1:6 gradient) in mass concrete grade 20. Lean concrete shall be of grade 15. IC physique and duvet shall be of solid iron, medium accountability form to SS30, 600 x 600 x 140 mm thick Cement and sand (1:3) mortar rendering shall be 10 mm thick Precast concrete suspended slab shall be of grade 35 reinforced concrete and reinforced with a layer of A10 Fab Mesh. Step-iron for secure admission to shall be of 20 mm diameter x 225 mm huge solid iron, Ushape and built into IC partitions. Each IC shall deserve to secure admission to step-irons. Predominant drain line shall be 150 mm diameter solid iron pipe. Pipe thickness is 13mm. Concrete duvet shall be 50 mm thick. Piling Works Timber piles: Piling works shall be in provisional quantities. Piling works shall launch from the existing ground degree 100.000. All piles are 100 x 100 bushes tanalized piles. The estimated driven depth of piles is 9.00 m. Provide measurement of piles is 4.00m long. Piles for Inspection Chambers shall be spaced at 450mm c/c in each and every directions on thought. The important thing and final pile is location at 250 mm some distance off from the brink of the detestable slab. Piles for predominant drain line shall be set in in a single row, every pile home at 450mm c/c apart. The important thing and final pile is 250 mm some distance off from the brink of the concrete detestable slab, each and every systems. Working load test shall be completed as a lot as 1.25 instances the create working load of 25t on 5 selected working piles. All piles shall be minimize off at the precious minimize-off degree as specified. Pile sneakers shall be of restful steel plate 5 mm thick to suit pile measurement. Box sleeve joints shall be of restful steel, 100 x 100 x 3 mm thick x 400 mm long and coated with two coats of bitumen paint. Figure Q2.1: IC/Drain Layout Conception (NTS) Figure Q2.2: Traditional IC Conception (NTS) Figure Q2.3: Traditional IC Part on Hard Ground (NTS) Figure Q2.4: Diminutive print of IC Part/Piles on Soft Ground (NTS) Figure Q2.5: Diminutive print of Pipe Aid (NTS) Figure Q2.6: Diminutive print of Piles on Soft Ground (NTS) Query 3 On the sector of Figures Q3.1 to Q3.5, take off quantities for the triangular roof truss and roof purlins including all affiliate fittings and plates. (Expose: Inner contributors of roof truss measurement shall be determined using trigonometry or Pythagoras theorem. Where such measurement can’t be determined, college students are to secure reasonable assumptions and to teach them clearly). Specification Notes: The proposed constructing is a double chronicle steel framed structure, general height 15.00m. All connections for the truss are teach welded. Weight conversions for steel contributors are no longer required to be calculated. Truss rafters protrude about 125mm from column face. Steel columns are no longer required to be measured. (15 marks) Figure Q3.1: Roof Conception (NTS) Figure Q3.2: Roof Truss (NTS) Figure Q3.3: Purlin Diminutive print (V) (NTS) Figure Q3.4: Cap/Truss Plate Detail (U) (NTS) Figure Q3.5: Gusset Plates Diminutive print (NTS) —– END OF ECA PAPER —–
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