SMEC INTERNATIONAL Pty. Ltd.
Daily Activity Report of Project Site Engineer - TPQC
1.
Name of Contractor Agency
: G.V.R. Infra
2.
Package No
:7
3.
Location-Chainage
4.
Date
: 21st main Branch canal 52.300 to 117.007(NSLC)
:14- 03- 2012
Team Present:
Sl.No.
1
Irrigation Department
B. Srinivasa Reddy (AE)
2
Contractor
3rdParty QC &QA
Suresh (Site Engineer)
V.Anantha Rama Rao
(PSE)
Kishore (Site Engineer)
J. Srinivasa Rao (TI)
1. Description of Work: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.
Parapet wall
2. Visual Observations:Constructing CC M15 for parapet wall in Km 114.170 to 113.800 L/S. Work is in progress
Collected two sets of CC cubes , Cement sample collected for testing in the 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
6) Grade of concrete
7) Maximum size of C.A.
8) Method of Concrete Manufacturing
9) Reinforcement
Verified
Gravelly soils
Verified
YES
YES
CC M15
40mm
CC Miller by weighing method
Nil
Work done Qty cc M15 in this week 80 cum
No of tests to be
done by agency
3. Field Tests Conducted:a) FDD/FMC Test for Earth Work
b) Thickness of
lining…………………........................
c) CC cubes casting
d) slump test at Batching Plant and at site
e) Aggregates Testing
f) Bulkage
g) Silt content
h)Permeability (Japanese method)
i) Flakiness Index
k) Elongation Index
10% to be done
by TPQC
1/300m³
As per
2 sets
requirement
1)50mm Work done Qty
As per required
80cum
4/50 m³
1/150m³
1/150m³
1/150m³
1/3m
1/150m³
1/150m³
Tests done by
TPQC
2 Sets of
Samples of
M15 cc cubes
are collected.
One sample
of cement
collected for
testing in
laboratory.
4. Deficiencies and Suggestions if any :No Deficiencies
5. Defective Work:No Defects
6. Compliance of Earlier Comments if any :Complied
Rep. of I&CADD
Rep.Contractor
PSE / PSM TPQC