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ชื่อ ขนาด เพิ่มวันที่แล้ว เพิ่มใส่บัญชี
PE-17002-PGCDC-RFA-CMT-006_171020_TEST RESULT ON COMPRESSIVE STRENGTH OF SLAB ON GRADE OF PUMPROOM GL A -D,GL. 9 -10 @ 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-006_171020_TEST RESULT ON COMPRESSIVE STRENGTH OF SLAB ON GRADE OF PUMPROOM GL A -D,GL. 9 -10 @ 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-007_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF RETAINING WALL ALONG GL. 10, 11 & PARTIAL GL. A AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-007_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF RETAINING WALL ALONG GL. 10, 11 & PARTIAL GL. A AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-008_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL.9-10, 1-2A; 1011-12 (TANK WALLS INTERIOIR) AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-008_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL.9-10, 1-2A; 1011-12 (TANK WALLS INTERIOIR) AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-009_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL. A-C GL.1.2-2 (SOG OF PUMPROOM) AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-009_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL. A-C GL.1.2-2 (SOG OF PUMPROOM) AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-010_171127_COMPRESSIVE STRENGTH OF RETAINING WALL @ GL. 12( GL.9-10 12; GL.10 11-12 & GL. 9-10 12) AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-010_171127_COMPRESSIVE STRENGTH OF RETAINING WALL @ GL. 12( GL.9-10 12; GL.10 11-12 & GL. 9-10 12) AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-011_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF TANK WALL EXTERIOR (GL.0-2A-D) AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-011_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF TANK WALL EXTERIOR (GL.0-2A-D) AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-014_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL. D-E,4-5.2; GL. B.2-C 1.2 & GL. A-B 3-6 AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-014_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL. D-E,4-5.2; GL. B.2-C 1.2 & GL. A-B 3-6 AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-015_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL. D-E 4-5.2 GL. A-E8 GL. B 4-6 AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-015_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL. D-E 4-5.2 GL. A-E8 GL. B 4-6 AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-016_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL. C.2, GL. 2 AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-016_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL. C.2, GL. 2 AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-017_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL. A-B 3-7; GL. C-E 2-4; GL. 9 14 AND D 3 AT 30 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-017_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL. A-B 3-7; GL. C-E 2-4; GL. 9 14 AND D 3 AT 30 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-018_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL. C 3-6 AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-018_171127_TEST RESULT ON COMPRESSIVE STRENGTH OF GL. C 3-6 AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-028_171127_TEST RESULT COMPRESSIVE STRENGTH OF GL. 10-11, 9-12 (RCW); GL10,11-12 & GL. 0,B (COLUMN) AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-CMT-028_171127_TEST RESULT COMPRESSIVE STRENGTH OF GL. 10-11, 9-12 (RCW); GL10,11-12 & GL. 0,B (COLUMN) AT 28 DAYS.PDF
PE-17002-PGCDC-RFA-EXGA-M-047_180525_MATERIAL APPROVAL OF PULL HANDLE FOR GLASS DOOR (KINLONG)_LCP.PDF
PE-17002-PGCDC-RFA-EXGA-M-047_180525_MATERIAL APPROVAL OF PULL HANDLE FOR GLASS DOOR (KINLONG)_LCP.PDF
PE-17002-PGCDC-RFA-EXGA-MS-001_171019_METHODOLOGY FOR EXTERNAL FACADE WORKS_LCP_(JCLI).pdf
PE-17002-PGCDC-RFA-EXGA-MS-001_171019_METHODOLOGY FOR EXTERNAL FACADE WORKS_LCP_(JCLI).pdf
PE-17002-PGCDC-RFA-EXGA-MS-002_180219_METHOD STATEMENT OF SETTING-OUT AND INSTALLATION OF STUD ANCHOR BOLT FOR STEEL TUBULAR AND BRACKET_ADAA.PDF
PE-17002-PGCDC-RFA-EXGA-MS-002_180219_METHOD STATEMENT OF SETTING-OUT AND INSTALLATION OF STUD ANCHOR BOLT FOR STEEL TUBULAR AND BRACKET_ADAA.PDF
PE-17002-PGCDC-RFA-EXGA-MS-002_180224_METHOD STATEMENT OF SETTING-OUT AND INSTALLATION OF STUD ANCHOR BOLT FOR STEEL TUBULAR AND BRACKET_LCP.PDF
PE-17002-PGCDC-RFA-EXGA-MS-002_180224_METHOD STATEMENT OF SETTING-OUT AND INSTALLATION OF STUD ANCHOR BOLT FOR STEEL TUBULAR AND BRACKET_LCP.PDF
PE-17002-PGCDC-RFA-EXGA-MS-003_180305METHOD STATEMENT FOR INSTALLATION OF SEALANT FOR SITE PEEL OFF TEST (SEALANT CONCRETE)_LCP.PDF
PE-17002-PGCDC-RFA-EXGA-MS-003_180305METHOD STATEMENT FOR INSTALLATION OF SEALANT FOR SITE PEEL OFF TEST (SEALANT CONCRETE)_LCP.PDF
PE-17002-PGCDC-RFA-EXGA-MS-004_180305_METHOD STATEMENT ANCHOR TESTING (POST INSTALLED ANCHOR)_LCP.PDF
PE-17002-PGCDC-RFA-EXGA-MS-004_180305_METHOD STATEMENT ANCHOR TESTING (POST INSTALLED ANCHOR)_LCP.PDF
PE-17002-PGCDC-RFA-EXGA-MS-007_180425_METHOD STATEMENT OF INSTALLATION FOR FACADE_(JCLI).PDF
PE-17002-PGCDC-RFA-EXGA-MS-007_180425_METHOD STATEMENT OF INSTALLATION FOR FACADE_(JCLI).PDF
PE-17002-PGCDC-RFA-EXGA-MS-010_180628_METHOD STATEMENT FOR RECTIFICATION OF BRACKET HOLES IN VERTICAL MULLION_LCP.PDF
PE-17002-PGCDC-RFA-EXGA-MS-010_180628_METHOD STATEMENT FOR RECTIFICATION OF BRACKET HOLES IN VERTICAL MULLION_LCP.PDF
PE-17002-PGCDC-RFA-EXGA-MS-011_180828_METHODOLOGY OF GLASS INSTALLATION AND SEALANT APPLICATION FOR SKYLIGHT_LCP.PDF
PE-17002-PGCDC-RFA-EXGA-MS-011_180828_METHODOLOGY OF GLASS INSTALLATION AND SEALANT APPLICATION FOR SKYLIGHT_LCP.PDF
PE-17002-PGCDC-RFA-M-001_170713_FOR APPROVAL OF MATERIAL FOR INTEGRAL WATERPROOFING_(SUPERSEDED)_LCP review.pdf
PE-17002-PGCDC-RFA-M-001_170713_FOR APPROVAL OF MATERIAL FOR INTEGRAL WATERPROOFING_(SUPERSEDED)_LCP review.pdf
PE-17002-PGCDC-RFA-M-001A_170811_MICROTITE CE (INTEGRAL WATERPROOFING)(DALCO)_LCP_(JCLI).pdf
PE-17002-PGCDC-RFA-M-001A_170811_MICROTITE CE (INTEGRAL WATERPROOFING)(DALCO)_LCP_(JCLI).pdf
PE-17002-PGCDC-RFA-M-002_170727_STRUCTURAL EXCAVATED SOIL ON BSM - VPA SITE TO BE USED AS BACK FILLING MATERIAL_adaa response_(JCLI).pdf
PE-17002-PGCDC-RFA-M-002_170727_STRUCTURAL EXCAVATED SOIL ON BSM - VPA SITE TO BE USED AS BACK FILLING MATERIAL_adaa response_(JCLI).pdf
PE-17002-PGCDC-RFA-M-003_170623_MATERIAL APPROVAL FOR SOIL POISONING (WAZARY 10FL)_LCP_(JCLI).pdf
PE-17002-PGCDC-RFA-M-003_170623_MATERIAL APPROVAL FOR SOIL POISONING (WAZARY 10FL)_LCP_(JCLI).pdf
PE-17002-PGCDC-RFA-M-004_170811_SWELLABLE WATERSTOP (RX-101 HYDRO EXPANSIVE BENTONITE)(CETCO)_LCP & ADA_(JCLI).pdf
PE-17002-PGCDC-RFA-M-004_170811_SWELLABLE WATERSTOP (RX-101 HYDRO EXPANSIVE BENTONITE)(CETCO)_LCP & ADA_(JCLI).pdf
PE-17002-PGCDC-RFA-M-005_170816_NON WOVEN GEOTEXTILE (EASTERN WIRE)_GPI_(JCLI).pdf
PE-17002-PGCDC-RFA-M-005_170816_NON WOVEN GEOTEXTILE (EASTERN WIRE)_GPI_(JCLI).pdf
PE-17002-PGCDC-RFA-M-006_170816_UPVC PIPES AND FITTINGS (ATLANTA)_GPI_(DISAPPROVED BY JCLI).pdf
PE-17002-PGCDC-RFA-M-006_170816_UPVC PIPES AND FITTINGS (ATLANTA)_GPI_(DISAPPROVED BY JCLI).pdf
PE-17002-PGCDC-RFA-M-006A_170822_FOR APPROVAL OF UPVC PIPE & FITTING FOR STORM DRAINAGE (ATLANTA).pdf
PE-17002-PGCDC-RFA-M-006A_170822_FOR APPROVAL OF UPVC PIPE & FITTING FOR STORM DRAINAGE (ATLANTA).pdf
PE-17002-PGCDC-RFA-M-007_170811_CONCRETE EPOXY (PIONEER PRO)_ADAA_(JCLI).pdf
PE-17002-PGCDC-RFA-M-007_170811_CONCRETE EPOXY (PIONEER PRO)_ADAA_(JCLI).pdf

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