SMEC INTERNATIONAL Pty. Ltd.
Daily Activity Report of Project Site Engineer - TPQC
1.
Name of Contractor Agency
: G.V.R. Agency
2.
Package No
:2
3.
Location-Chainage
: 29.291 to 59.466 km
4.
Date
: 30- 03- 2012
Team Present:
Sl.No.
Irrigation Department
1
Papa Rao AEE
2
Rajashekar AE
Contractor
Ramesh (Site Engineer)
3rdParty QC &QA
Bhanu Prakesh(PTI)
1. Description of Work:Preparation of sub grade and laying of cc lining R/S slope is in progress @ km 119.500 to
120.800 km R/S slope.
A). Earth Work, Sub-grade, Banking.
B). CC Lining – Bed, Right side and Left side slopes.
C). Shot creting – L/S, R/S walls.
D). Structures – Foundation level, Sub-Structure, Super Structure.
2. Visual Observations:- Testing the sub grade and cc lining thickness have been verified as 108mm
and observed the slump test 50mm concrete temperature 380c and 6 cubes are being casted.
A) EARTH WORK
1). Type of Sub-grade (Soil, Rock)
2). Free of Stumps
3). Method of consolidation of Embankment
NO WORK
4). Objectionable materials
5). Method of compaction and moisturing of sub-grade
6) Benching.
B) CC LINING
1) Graded Filter : Maintained
2) Porous Plugs : Maintained
3) Profile walls : Maintained
4) Method of laying concrete: Pavar method
5) Under drainage provisions in the bed :
6) P.V.C strips : Maintained
7) Bed level etc.
C)SHOT CRETING
1) Type of sub-grade.
2) Cleaning of sub-grade
NO WORK
3) Filling of deep cuts
4) Proportion of concrete mix and plasticizers
5) Number of layers and their thickness
6) Reinforcement grid
D) STRUCTURES
1) Verification with Approved Drawings.
2) Type of foundation strata
3) Foundation level,
4) SBC as per design drawings as per execution.
5) Dimensions of foundation as per design and mark out
NO WORK
6) Grade of concrete
7) Maximum size of C.A.
8) Method of Concrete Manufacturing
9) Reinforcement
No of tests to be
10% to be
3. Field Tests Conducted:done by agency
done by TPQC
a) FDD/FMC Test for Earth Work
b) Thickness of
lining…………………........................
1/300m³
c) CC cubes casting
As per
d) slump test at Batching Plant and at site
requirement
e) Aggregates Testing
As per required
f) Bulkage
4/50 m³
g) Silt content
1/150m³
h)Permeability (Japanese method)
1/150m³
i) Flakiness Index
1/150m³
k) Elongation Index
1/3m
1/150m³
1/150m³
Tests done by
TPQC
4. Deficiencies and Suggestions if any :Field dry density and Field moisture content tests are conducted and Observed the compaction
efficiency is 96.723% @119.900 km R/S slope from top of 4meters.
5.Defective Work
.
6. Compliance of Earlier Comments if any :-------
Rep. of I&CADD
Rep.Contractor
PSE / PSM TPQC
SMEC INTERNATIONAL Pty. Ltd.
Daily Activity Report of Project Site Engineer - TPQC
1.
Name of Contractor Agency
: G.V.R. Agency
2.
Package No
:2
3.
Location-Chainage
: 29.291 to 59.466 km
4.
Date
: 26- 03- 2012
Team Present:
Sl.No.
Irrigation Department
1
Papa Rao AEE
2
Rajashekar AE
Contractor
Ramesh (Site Engineer)
3rdParty QC &QA
Bhanu Prakesh(PTI)
2. Description of Work:Preparation of sub grade and laying of cc lining R/S slope is in progress @ km 56.000 to
56.100 km R/S slope.
A). Earth Work, Sub-grade, Banking.
B). CC Lining – Bed, Right side and Left side slopes.
C). Shot creting – L/S, R/S walls.
D). Structures – Foundation level, Sub-Structure, Super Structure.
2. Visual Observations:Testing the sub grade and cc lining thickness have been verified as 110mm and PVC strips are placed
both longitudinally and horizontally and observed the concrete temperature is 400c and slump test are
conducted slump value is 60mm and 6 cubes are being casted at km 56.100R/S.
A) EARTH WORK
1). Type of Sub-grade (Soil, Rock)
2). Free of Stumps
3). Method of consolidation of Embankment
NO WORK
4). Objectionable materials
5). Method of compaction and moisturing of sub-grade
6) Benching.
B) CC LINING
1) Graded Filter : Maintained
2) Porous Plugs : Maintained
3) Profile walls : Maintained
4) Method of laying concrete: Pavar method
5) Under drainage provisions in the bed :
6) P.V.C strips : Maintained
7) Bed level etc.
C)SHOT CRETING
1) Type of sub-grade.
2) Cleaning of sub-grade
NO WORK
3) Filling of deep cuts
4) Proportion of concrete mix and plasticizers
5) Number of layers and their thickness
6) Reinforcement grid
D) STRUCTURES
1) Verification with Approved Drawings.
2) Type of foundation strata
3) Foundation level,
4) SBC as per design drawings as per execution.
5) Dimensions of foundation as per design and mark out
NO WORK
6) Grade of concrete
7) Maximum size of C.A.
8) Method of Concrete Manufacturing
9) Reinforcement
No of tests to be
10% to be
3. Field Tests Conducted:done
by
agency
done
by TPQC
a) FDD/FMC Test for Earth Work
b) Thickness of
lining…………………........................
1/300m³
c) CC cubes casting
As per
d) slump test at Batching Plant and at site
requirement
e) Aggregates Testing
As per required
f) Bulkage
4/50 m³
g) Silt content
1/150m³
h)Permeability (Japanese method)
1/150m³
i) Flakiness Index
1/150m³
k) Elongation Index
1/3m
1/150m³
1/150m³
Tests done by
TPQC
4. Deficiencies and Suggestions if any :Field dry density and Field moisture content tests are conducted and Observed the compaction
efficiency is 98.351% @56.050 km R/S slope from top of 4meters.
5.Defective Work
.
6. Compliance of Earlier Comments if any :-------
Rep. of I&CADD
Rep.Contractor
PSE / PSM TPQC