Field Inspection and Test Plan For Civil Work (ITP CIVIL WORK)
Field Inspection and Test Plan For Civil Work (ITP CIVIL WORK)
Field Inspection and Test Plan For Civil Work (ITP CIVIL WORK)
: REV
CONTRACTOR OF :
PT. CIPTA BANGUN NUSANTARA 20000312-OS-10103 B
DOC. NO. :
RESPONSIBILITY
LEVEL OF
METHOD OF VERIFYING
No. INSPECTION ACTIVITY/TEST ITEM ACCEPTANCE / REMARKS
INSPECTION DOCUMENT CBN SERD
REFERENCE
1. EARTH WORKS
1.1. SURVEY
(1) Survey Tools and Equipment Review/Visual Calibration Certificate Valid Certificate R R
FI-S.0.01, FI-S.0.02,
Bench Marks (BM), Coordinates and Elevation, Marking and
(2) Dimension & Survey IFC Drawing FI-S.0.03, FI-S.0.04 W SW
Stake Out, Location, number, stability and protection
1.2 EXCAVATION
A. Preparation
(2) Set out location, based on IFC drawing and endorsed Bench mark Survey IFC Drawing FI-C-0.01 W SW
B. Excavation Work
(1) Depth and width of excavation Survey IFC Drawing FI-C-0.01 W SW
Line, Slope and Grades according to approved drawing
(2) Survey IFC Drawing FI-C-0.01 W SW
1.3. BACKFILL
A. Preparation
(3) Clearing & grubbing before filing Visual Engineering Spec. FI-C-0.03 W R
B. Placement of Backfill
(1) Cleaning (removal of trash debris, etc.) in soil Visual Engineering Spec. FI-C-0.03 W SW
(2) Sand filling around underground pipe and cable (if any) Visual Engineering Spec. FI-C-0.03 W SW
(4) Uniformly in layers depth for soil backfill Visual Engineering Spec. FI-C-0.03 W SW
(5) Fill shall be Spreading Thickness per Layer and compacted Dimension Engineering Spec. FI-C-0.03 W SW
(8) Retaining Wall / Slope Protection Dimension Engineering Spec. FI-C-0.03, FI-S.0.02 W SW
C. Testing / Monitoring
(1) Compaction test by Field Dencity Test (Sand Cone) Test ASTM D1556 FI-C.0.04 W SW
(2) Compaction test by for Sand gravel by DCP or CBR Test ASTM D4429 FI-C.0.02 W SW
2 FOUNDATION
A. Preparation
Method Statement
(1) Construction method Review Work Method Statement R R
Approval
B. Bored Pile
(1) Location and numbering the drill point Visual IFC Drawing FI-S.0.03 W SW
FI-C.2.04, FI-C.2.05,
(8) Pouring Concrete Visual Engineering Spec. W SW
FI-C.1.04
(10) Cut off Bored Pile Head Visual Engineering Spec. FI-C.1.04 W SW
Verification Checklist
(11) Bored pile -construction verification checklist Visual Engineering Spec. W SW
Report
(12) Bored Pile - Drilling Log Visual Engineering Spec. Drilling Log Report W SW
C. Test
Method Statement
(1) PDA Test Engineering Spec. Approval, FI-C.1.03, W W
S/C Inspection report,
2.2. GROUTING
A. Preparation
(1)
Method Statement
Construction method Review Work Method Statement R R
Approval
B. Installation FI-C.3.01
(1) Mixing & Placing Visual Engineering Spec. FI-C.3.01 W SW
Visual, Dimension,
(4) Dimension, alignment & stability of form work Engineering Spec. FI-C.3.01 W SW
Survey
(5) Top elevation of form work Dimension, Survey Engineering Spec. FI-C.3.01 W SW
(9) Ensure that sleeves around anchor bolt are complete Visual IFC Drawing FI-C.3.01 W SW
(10) Check that shim / wedgewhich are fix Visual IFC Drawing FI-C.3.01 W SW
(2) Material (conformity to specification and drawing) Visual, Test,Review Engineering Spec. FI-C.5.02 W SW
(3) Checking of existing sub-grade bearing capacity Visual Engineering Spec. FI-C.5.02 W SW
B. Installation FI-C.5.02
Visual, Dimension,
(5) Location , dimension, Elevation, as per drawing IFC Drawing FI-C.5.02 W SW
Survey
(6) Finishing Visual Engineering Spec. FI-C.5.02 W SW
Method Statement
(1) Construction method Visual Work Method Statement R R
Approval
(2)
Cement type, quality and compliance with applicable standard Review Engineering Spec. FI-CM.0.01 W SW
b) Specific Gravity Test of Aggregates Test, Review ASTM C 127 Laboratorium test W SW
c) Mud Test of Aggregates Test, Review ASTM C 127 Laboratorium test W SW
(4) Mortar finishing (level, chamber, crack, mortar proportion, etc.) Visual Engineering Spec. FI-C.2.02 W SW
(5) Dimensional inspection for completed casting Dimension Engineering Spec. FI-S.0.01, FI-S.0.02 W SW
3.2. FORMWORK
A. Preparation
(1) Quality and shape of material Visual Engineering Spec. FI-C.2.02 W SW
B. Installation
(1) Location, dimension, alignment, plumb and elevation Dimension, Waterpass IFC Drawing FI-C.2.02 W SW
(2) Compliance of material with standard Visual & Dimension, Engineering Spec. FI-CM.0.01 W SW
(3) Handling and storing Mill Cert.
Visual Engineering Spec. None W SW
(4) Workmanship in cold bending operation Visual Engineering Spec. None W SW
(5) Surface cleaning (to be free from mud, dirt, grease, loose mill, Visual Engineering Spec. FI-C-2.03 W SW
B. scale, etc.)
Installation
IFC Drawing / Barbending
(1) Location, shape, sizes, numbers, cleaning and spacing of bars Visual & Dimension FI-C-2.03 W SW
Schedule
(5) Length and Location of Development Visual & Dimension Engineering Spec. FI-C.2.02 W SW
(6) Final inspection for rebar arrangement (Pre-pouring) Visual & Dimension Engineering Spec. FI-C.2.02 W SW
(1) Material (conformity to specification and drawing) Visual Engineering Spec. FI-C.5.01 W SW
B. Installation
(2) Location , dimension, Elevation, as per drawing Visual & Dimensional IFC Drawing FI-C.5.01 W SW
(3) Finishing Visual Engineering Spec. FI-C.5.01 W W
(4) Engineering Spec. / IFC W SW
Subgrade and or foundation Visual FI-C.5.01
Drawing