Презентация Wk6 Piling Works

MEASUREMENT OF PILING WORKS (WEEK 6) © I-Station Solutions Sdn Bhd January 27, 20161 Power. Point ® Slides by Ms. Aminah M. Bakhari. B. Sc. (Hons) Quantity Surveying Introduction to Measurement of Building Works

Learning Objective (s) January 27, 2016© I-Station Solutions Sdn Bhd 2 Explain to the students about measurement of Piling Works adhering with clauses and codes stipulated in the Malaysia Standard Method(s) of Measurement of building works.

Learning Outcome (s) January 27, 2016© I-Station Solutions Sdn Bhd 3 On completion of this topic, students must be able use clauses and codes Malaysia Standard Methods of Measurement of Building Works (SMM 2) to measure/take off Site Clearance works appropriately.

PILING Building structure that receive load and spread the load to the soil underground Most important element in building structure Can be obtainable in various form and size. Type of piling depends on Soils conditions Design loads Site requirements. MEASUREMENT FOR PILING WORKS

Comes In Various Size 3 m, 6 m, 9 m And 12 m Rc Normally Retangular Shape Timber In Circular Shape Source Of Supply Can Be Obtain Direct From Manufacturer Cast On Site Form One Pile Pont In Pile Cap-singular More Than 1 –Cluster MEASUREMENT FOR PILING WORKS

CLASSIFICATION OF PILES CLASSIFICATION OF PILE ACCORDING TO TYPE OF MATERIALS USED : TIMBER STEEL CONCRETE COMPOSITE PILESMEASUREMENT FOR PILING WORKS

SEQUENCES OF PILING WORK Piling Equipment. . \Others Support Files\Malaysia SMM 2 Second Edition. pdf

LOAD TEST BEING CARRIED OUT

SENARAI PENGUKURAN KUANTITI (TAKING OFF LIST) Definition — List of items that needs to be measured complete with its units Why prepared? 1) To make sure no missing items 2) To cross out the items that already measured so as to avoid doubled measurement

Examples of Taking Of List (TOL) Items Units Bringing in and removing plant Item Maintaining plant on site Item Supply of initial piles No Supply of extension piles 3. 00 m long M Driven depth M Pile extension No Cut Off piles No Prepare piles head No Load test Item

SCHEDULE OF PILES CAP LOCATION TYPES OF PILES CAP P 1 P 2 P 3 A/1 -4 2 B/1 -4 2 1 C/1 -4 2 1 1 D/1 -4 4 TOTAL

Item Bringing plant to and removing from site all plant required for this section of work Item Maintaining on site all plant required for this section of work 2/ 3/ 4/ 10 2 1 Supply 200 mm x 200 mm Precast concrete piles “UCP” 6. 00 m long complete with 200 mm x 1. 25 mils steel head and 200 mm x 10 kg m. s. shoe obtainable from UCP Manufacturing Sdn. Bhd. (P 1 (P 2 (P

2/10 3/2 4/1 14. 00 Driven, 200 mm x 200 mm precast concrete piles (P 1 (P 2 (P 3 2/10 3/2 4/1 2 2 2 Precast concrete piles extension (P 1 (P 2 (P

2/10 3/2 4/1 3. 00 Supply 200 mm x 200 mm Precast concrete extension piles”UCP” not exceeding 3. 00 m depth (P 1 (P 2 (P 3 2/10 3/2 4/1 6. 00 Ditto, exceeding 3. 00 m long (P 1 (P 2 (P

2/ 3/ 4/ 10 2 1 Cut off top of piles to required levels (P 1 (P 2 (P 3 2/ 3/ 4/ 10 2 1 Prepare concrete pile heads and reinforcement for capping (P 1 (P 2 (P

Item Allow for 1 No testing on a group of 4 Nos 200 mm x 200 mm piles by kentledge s to a total load of 360 tonnes (twice their combined working loads) & Ditto, 1 No testing on a group of 3 Nos 200 mm x 200 mm piles by kentledge s to a total load of 270 tonnes , ditto & Ditto, 1 No testing on a group of 2 Nos 200 mm x 200 mm piles by kentledge s to a total load of 180 tonnes , ditto

Last Updated: January 27, 20161) Ahamad Abdullah, Khairuddin Abdul Rashid, Pengukuran Kuantiti Bangunan (Beserta Contoh Kerja Berdasarkan (SMM 2) , 2003, Prentice Hall. 2) Malaysian Standard Method of Measurement of Building Works 2 ; Institution of Surveyors Malaysia (ISM); ISM; 2001 3) Ivor H. Seeley, Building Quantity Explained (3 rd Edition), 1979, Southest Asian Reality. References

Last Updated: January 27,