Weekly Progress Report 20170323 6b6w4
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- Words: 206
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REF: SB012/BLDK3D2/HYGC/WR05
CONSTRUCTION PROGRESS REPORT PROJECT TITLE CLIENT CONTRACTOR CONTRACT PERIOD
: CONSTRUCTION AND COMPLETION OF 1 UNIT OF WATCH TOWER AT K3D2, SIBU : BINTULU LUMBER DEVELOPMENT SDN BHD : HY GENERAL CONTRACTOR : 16.02.2017 - 15.07.2017
WEEKLY REPORT NO 1 2 3 4 5 6 7 8 9 10
% Complete
SCOPE OF WORKS PILING PILE CAP/FOOTING GROUND BEAM GROUND SLAB FENCING + GATE TRUSSES/BRACING LADDER ROOFING WORK BOLT & NUT/PAINTING/WELDING WORK LIGHTNING ARRESTER OVERALL COMPLETION
Last Week 100% 100% 100% 100% 0% 40% 0% 0% 10% 0% 45.0%
20/03-24/03/17 100% 100% 100% 100% 0% 40% 0% 0% 15% 0% 45.5%
PREPARED BY,
(WILLIAM TING) PROJECT ENGINEER, KTS PD3 SIBU
Page 1 of 3
REF: SB012/BLDK3D2/HYGC/WR05
10 inches in between the welds.
10 inches in between the welds.
9 inches weld length.
9 inches in between the welds.
300mm weld length.
300mm weld length.
Page 2 of 3
REF: SB012/BLDK3D2/HYGC/WR05
Site Diary 1. Currently, HY contractor finished 1 side welding on the trusses. 15 sides yet to weld. 2. Contractor explained slow progress is due to weather. Welding process is prohibited during raining. 3. Contractor will submit weather report and by PD3. 4. Contractor has followed the welding specification.
Page 3 of 3
CONSTRUCTION PROGRESS REPORT PROJECT TITLE CLIENT CONTRACTOR CONTRACT PERIOD
: CONSTRUCTION AND COMPLETION OF 1 UNIT OF WATCH TOWER AT K3D2, SIBU : BINTULU LUMBER DEVELOPMENT SDN BHD : HY GENERAL CONTRACTOR : 16.02.2017 - 15.07.2017
WEEKLY REPORT NO 1 2 3 4 5 6 7 8 9 10
% Complete
SCOPE OF WORKS PILING PILE CAP/FOOTING GROUND BEAM GROUND SLAB FENCING + GATE TRUSSES/BRACING LADDER ROOFING WORK BOLT & NUT/PAINTING/WELDING WORK LIGHTNING ARRESTER OVERALL COMPLETION
Last Week 100% 100% 100% 100% 0% 40% 0% 0% 10% 0% 45.0%
20/03-24/03/17 100% 100% 100% 100% 0% 40% 0% 0% 15% 0% 45.5%
PREPARED BY,
(WILLIAM TING) PROJECT ENGINEER, KTS PD3 SIBU
Page 1 of 3
REF: SB012/BLDK3D2/HYGC/WR05
10 inches in between the welds.
10 inches in between the welds.
9 inches weld length.
9 inches in between the welds.
300mm weld length.
300mm weld length.
Page 2 of 3
REF: SB012/BLDK3D2/HYGC/WR05
Site Diary 1. Currently, HY contractor finished 1 side welding on the trusses. 15 sides yet to weld. 2. Contractor explained slow progress is due to weather. Welding process is prohibited during raining. 3. Contractor will submit weather report and by PD3. 4. Contractor has followed the welding specification.
Page 3 of 3
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