AOM 2 Continue
Transcript of AOM 2 Continue
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A close analysis of the de-clogging/de-
silting activities resulted in the followingobservations:
1. Both the drawings of the two sets
of as-built plans did not indicate
de-silting activity along the main
canal of Manuel Roxas Avenue,
meaning, there was no accomplishment to
be paid;The COA Observation is wrong. The as-built plans
did indicate the de-silting activity. This fact is even
admitted by the COA Audit Team under paragraph
3 hereunder wherein it said that, to wit:
"3. Both the two sets of as-built plans indicated de-
silting/de-clogging activities on lined canals..."
3.
The first set of as-built plan
attached to the DV lacked the
necessary computation of the
volume of silt extracted.
However, in the second set of
as-built plans, it was included in
the computation containing a
total of 1,544.80 cubic meters of
silt extracted and such activitywas described in both sets of
plans as a heavy line in the
legend;
Both the two sets of as-built
plans indicated de-silting/de-
clogging activities on lined
canals along Padre Faura,
Padre Gomez and Padre
Zamora Streets. The cross-
sectional dimensions of the said
lined canals however, were not
in the as-built plans, rendering it
impossible to obtain the correct
quantities of silts extracted
The COA Observation is wrong and lacked basis
for its assumption that the as-built plan submitted
is false. Contrary to what the abovecited
observation says, the total volume of de-silting/de-
clogging did not exceed 1,707.30 cu. m. The total
volume of silt extracted was as follows:
@Holy Child Section
Volume 1 = (112.50)(2)(0.70)Volume 1 = 157.50 cu.m.
@Open Canal Along Roxas Avenue
L1 = 99.50 m
L2 = 103.00 m
L3 = 225.00 m
L4 = 81.00 m
Total Length = 508.50 m
Volume 2 = (4+3)/(2)
(0.80)(508.50)
= 1,423.80 cu.m.
@Box Culvert along 3 Intersections (Aurora
St., Padre Faura St., & Padre Gomez St.)
Volume 3 = (5)(0.70)(12)(3)
Volume 3 = 126.00 cu.m.
Total Volume = 1,707.30 cu.m.De-clogging activity along small
canals which has a bottom width
of only 0.50 meters should have
a separate and lower unit cost
than the de-silting activity, if any,
along the concrete-lined main
canal in Manuel Roxas Avenue
which has a bottom width of 4
meters. De-silting employs
heavy equipment like backhoe
to extract silt deposits and dump truck to
haul the same to a designated place, while
de-clogging merely employs man-power to
clear up the passage containing debris and
rubbish;
The two activities were joined into one
activity since the de-silting activity is to be
employed only on those a portion of the
canals on which de-clogging is not
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possible. Hence, de-silting was integrated with the de-clogging activity.
7. In the succeeding two pages
of photograph log, it
appeared that no substantial
silt deposits have been
extracted along Manuel
Roxas Avenue's main canal.
In fact, the photos showed a
very negligible quantity.
Besides, the areas allegedly
affected looked undisturbed.
Considering that 1,549 cubic
meters of silt or an equivalent
of 516 truckloads of silt
deposits using a mini dumptruck as stated in the quantity
computation was reported to
have been extracted, the
canal banks and sloping
sides should have been
splattered and littered with
muck, rubbish, water and silt
marks indicating heavy
extraction, yet only two
pictures
showed
accomplishment, with one
The photograph does not entirely depict the
whole duration of the activity. It represents
only a fraction of the activity undertaken by
the Contractor. As for the photo of the
backhoe bucket partially submerged but
unable to reach the middle part, the same
is not conclusive considering that it is only
a still photo.
8. In the sets of photographs log, which
reportedly took place in Padre Zamora
Street, it seemed odd that all the
pictures taken were "during" the time
the activities were allegedly undertaken;
It is just but natural that the photographs
submitted were all taken at the time when
the activity was being done. This is
because the activity is a de-silting/de-
clogging activity. It does not involve the use
of any material or equipment apart from a
backhoe and a truck. . , .
9. On the other hand, the
photograph, although taken
during the day time, did not
show similar angles on the
photos taken "before", "during"j
and "after" the alleged de-
clogging activity;
The abovecited COA Observation is
contradictory to paragraph 8 wherein it
said that the photograph submitted were
all on the "during" phase of the activity
and not the "before" or "after" phase.
10. Similarly, along Padre Faura
Street, the same situation
appears where the alleged
project site has been occupied
by residential houses and
commercial establishments
rendering de-clogging as indicated in
the as-built plan not possible. Interviews
made with the occupants along that
street revealed that it is the City
Engineer's Office of the Davao City
Government thru the intercession of the
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Punong Barangay and not the
DPWH that does the de-
clogging of the small stretch of
the canal which is partlyunderground culvert.
The COA Observation is wrong.
There are portions along Padre
Faura Street wherein de-clogging was
possible. In addition, it is not entirely
11.Upon actual measurements
conducted by the Audit Team,
the following volume was
derived:
Holy Child Section = 112.50m
(length) x 1.50 m (width) x
0.50m (depth)
Volume 1 = 84.40 cubic
meter
12.Based on the foregoing
quantities derived, the total
amount for this item shouldhave been P 38,374.15,
hence an overprice of P
737,704.85 was incurred in
this activity;
R. All in all, the total amount of the
extra work order as determined by
the audit team should have been
only P 173,333.40. The total
overprice therefore, amounted to P
1,956,577.91.
The COA Observation is erroneous. There is no
overpricing in this project. All the quantities derived
in the computation were all based on the
measurements taken from the existing field
conditions. DCDEO has not and will not undertake
the implementation of a project that is not in
conformity with the law.