Tiêu đề 17.MS-Earthwork 8-6-17.pdf ✅

ASHIANA HOUSING LIMITED METHOD STATEMENT FOR EARTHWORK INTRODUCTION The purpose of Method Statement for Earthwork is to define the procedure to ensure that proposed materials and workmanship to be used at site are complying with the condition / requirements as stipulated in the specifications. OBJECT Construction work that includes Earthwork in excavation and filling, transportation and placing of the soil in a predetermined location MATERIAL Good Soil, Lime, Layout Thread PRINCIPLE Any construction that involves excavation/ shifting/ filling of soil EQUIPMENT a. Excavator/ Loader b. Dumper/ Tractor Trolley c. Kassi d. Gainti e. Tokri f. Belcha g. Earth Rammer h. Double Drum Roller i. Earth Compactor j. Planer k. Auto level & Leveling Staff l. Core Cutter/Rapid Moisture Meter HEALTH AND SAFETY PROVISION a. All field personnel will use PPE. b. Appropriate Safety Signboards, barriers and lighting arrangements shall be carried out in accordance with the safety requirements. c. Only trained personnel with relevant experience shall be allowed to handle Earthwork Equipment d. Excavated earth shall be dumped at least 3 meters away from edge of excavation.
e. Ramp shall not be steeper than 1in 10 PREPARATORY WORK a. Make site clear of rubbish, bushes, shrubs, vegetation, etc.. b. Area for dumping of excavated soil shall be designated by Engineer-In-Charge c. The area to be excavated shall be marked d. Bench mark to be established near by the excavation area PROCEDURE A. Setting Out: The area to be excavated shall be properly marked. Prior to commencement of work, layout should be approved by the Engineer-In-Charge and bench marks established on site to check the levels. Block Demarcations shall be done by surveyor. B. Excavation: a. The area to be excavated shall be properly marked and cleared from shrubs and vegetation before starting excavation work. b. Excavation by mechanical means should be carried out up to minimum of 200 mm above from desired finish level. Remaining 200mm depth shall be excavated manually. c. The depth of excavation shall be periodically checked to avoid over excavation. d. All excavated material shall be kept minimum of 3 meters away from the edge of excavation or shall be dumped in to the area designated by the Engineer-In-Charge e. For all excavation activities, adequate safety barriers, sign boards, advance warning signs would be used. f. For foundation, as soon as the excavation reaches the required depth/elevation the surface shall be leveled and compacted by earth compactor. . C. Back filling work: a. Shuttering, Scaffolding and reinforcement bar should be removed from the area before start the back filling. b. Backfilling shall be done in layers of maximum 1 meter. c. Back filling followed with compaction by the earth compactor shall continue till final level is achieved. d. Surface shall be compacted to 95% of maximum dry density. It should be tested by Core cutter.
INSPECTION a. The area to be excavated shall be properly marked and checked. b. Ramp shall not be steeper than 1in 10 c. All excavated material shall be kept minimum of 3 meters from the edge of excavation d. The depth of excavation shall be checked frequently. e. Appropriate Safety Signboards, barriers and lighting arrangements shall be carried out in accordance with the safety requirements.