SMEC INTERNATIONAL Pty. Ltd. Daily Activity Report of Project Site

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SMEC INTERNATIONAL Pty. Ltd.
Daily Activity Report of Project Site Engineer - TPQC
1.
Name of Contractor Agency
: G.V.V Constructions
2.
Package No
: 16
3.
Location-Chainage
: Bonakal Branch canal (NSLC)
4.
Date
: 28- 03- 2012
Team Present:
Sl.No.
1
Irrigation Department
B. Ramu (AEE)
Contractor
P. Venkateshwarlu (Agent)
2
3rdParty QC &QA
V.Anantha Rama Rao
(PSE)
J.Srinivasa Rao T.I
1. Description of Work:A). Earth Work, Sub-grade, Banking.
B). CC Lining – Bed, Right side and Left side slopes.
NO WORK
C). Shot creting – L/S, R/S walls.
D). Structures – Foundation level, Sub-Structure, Super Structure: Dismantling work is started for old
structures
2. Visual Observations:The work is just let out. Dismantling of SL bridge at km 3.500 and super passage at km 0.264 is in
progress. 1 No soil sample is collected from R/S at km 17.000 in Peddagopathi Village for testing.
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
2) Porous Plugs
3) Profile walls
NO WORK
4) Method of laying concrete
5) Under drainage provisions in the bed
6) P.V.C strips
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 done
3. Field Tests Conducted:done by agency
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
NO WORK
4. Deficiencies and Suggestions if any :-
NO WORK
5. Defective Work:NO WORK
6. Compliance of Earlier Comments if any :NO WORK
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
: MSR – KSR (JV)
2.
Package No
: DC 16
3.
Location-Chainage
: km 2.700 to 3.300 of Chinthakani major
4.
Date
: 28- 03- 2012
Team Present:
Sl.No.
1
Irrigation Department
B.Ramu (AEE)
Contractor
J. Srinivas (Agent)
2
3rdParty QC &QA
V.Anantha Rama Rao
(PSE)
J.Srinivasa Rao T.I
1. Description of Work:A). Earth Work, Sub-grade, Banking : Jungle clearance at km 0.000 to 4.000 is in progress.
B). CC Lining – Bed, Right side and Left side slopes.
C). Shot creting – L/S, R/S walls.
NO WORK
D). Structures – Foundation level, Sub-Structure, Super Structure.
2. Visual Observations:The work is recently let out. Jungle clearance is in progress at km 4.000. 2 Nos soil samples
are collected from km 2.700 (1 km L/S) and 3.000 (3km L/S) for testing in laboratory.
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
2) Porous Plugs
3) Profile walls
NO WORK
4) Method of laying concrete
5) Under drainage provisions in the bed
6) P.V.C strips
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 done
3. Field Tests Conducted:done by agency
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
NO WORK
4. Deficiencies and Suggestions if any :-
NO WORK
5. Defective Work:NO WORK
6. Compliance of Earlier Comments if any :NO WORK
Rep. of I&CADD
Rep.Contractor
PSE / PSM TPQC
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