IMPLEMENTING OFFICE :

CONTRACT ID / PMS ID :
:
PROJECT NAME :

PROJECT DESCRIPTION :
-
Limits: Sta. 1476+453.839 to Sta. 1476+574.169, L= 120
-
Construction of 90.28 meter bridge at 3 spans (@30 m PS
Abutments A & B = 1.0 m dia. X 50 m on bored piles
Piers 1,2 = 1.0 m dia x 44 meter on bored piles, Column:
-
Construction of craneway = 60 meters
-
Construction of Abutment Protection using steel sheet pile
-
Embankment Works
-
Installation of metal guardrails
-
Provision of coco-net and coco-log

PROJECT/CONTRACTUAL DATA :

Project Component :
Province :
Region :
Location :

Source of Fund :
Mode of Contract :
Implementing Office :

Date of Bidding :
Contractor :

Contract Amount :
Revised Contract Amount :
Contract Duration :
Revised Contract Duration :
Effectivity of Contract :
Contract Expiry Date :
Revised Completion Date :

Time Extension/Suspension
Time Extension No. 1 :
Time Extension No. 2 :
Time Extension No. 3 :

Total :
Time Suspension No. _ :
Total :
Grand Total :
PROJECT UPDATE :
- Project On-going

ACTIVITIES THIS MONTH :

- Hauling, spreading and compacting of embankment mate
- Cutting and bending of RSB for bored piles, on-going.
- Fabrication of caging for bored piles, on-going.
- Concrete Piles Cast in Drilled Holes at Abutment A, on-goi
- Driving of steel sheet piles at Pier 2 for cofferdam, comple
- Concrete pouring @ Pier 2 for footing, completed.
- Concrete pouring @ Abutment B for Coping, on-going.
- Installation of Reinforcing Steel Bar for Column @ Pier 2 &

ISSUES AND PROBLEMS ENCOUNTERED :

- Slow progress of work.
REMARKS :

PREPARED BY :

DENNIS P. BACATCAT
Project Inspector
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND
OFFICE OF THE REGIONAL DIRE
Region XI
R. Magsaysay Avenue corner Chavez Stre

PROJECT STATUS REPORT

As of October 31, 2015

Regional Office XI

13LO-0056 / 1101-14-H-00055
Construction/Improvement of Panabo City Coastal Road From Brgy
Bridge II (Leading to Migratory Bird Sanctuary, Mangrove Sanctua

1476+574.169, L= 120.28 m.
e at 3 spans (@30 m PSCG supported by bored piles)
0 m on bored piles
n bored piles, Column: 1.4 m dia. x 5 m.

on using steel sheet pile

CONTRACT STATUS :

Roads / Bridge ACCOMPLISHMENT:

Davao del Norte A.) ORIGINAL
Region XI Sched. Accomp.
Panabo City Actual Accomp.
Slippage to Date
CY 2014 TDTD Time Elapsed to Date
By Contract Time Remaining
Regional Office XI
B.) REVISED
April 15, 2014 Sched. Accomp.
Vicente T. Lao Construction Actual Accomp.
Slippage to Date
P 117,107,970.21 Time Elapsed to Date
Time Remaining
272 Calendar Days
540 Calendar Days MANPOWER ON SITE
June 16, 2014 Project Manager
March 14, 2015 Project Engineer
December 07, 2015 Materials Engineer
Surveyor/Quantity Engr.
CFM/Field Engineer
105 Calendar Days Operator
128 Calendar Days Driver
35 Calendar Days Unskilled Worker
Skilled Worker

268 Calendar Days

268 Calendar Days
 From
(Lead

g of embankment materials for Access Road at Approach "A", on-going.

ed piles, on-going.
s, on-going.
at Abutment A, on-going.
2 for cofferdam, completed.
ng, completed.
r Coping, on-going.
r for Column @ Pier 2 & Coping @ Abutment B, on-going.

ERED :
CHECKED AND SUBMITTED BY :

AURORA M. LACASANDILE
Project Engineer
f the Philippines
LIC WORKS AND HIGHWAYS
REGIONAL DIRECTOR
egion XI
rner Chavez Street, Davao City

STATUS REPORT
tober 31, 2015

al Road From Brgy. J.P. Laurel, Panabo City to La Paz, Carmen, b. Constr
Mangrove Sanctuary, Mariculture Park, City Baywalk)

EQUIPMENT ON
: 100.000 %
: 58.720 %
: -41.280 %
: 272 C.D. ( 100.00 % )
: 0 C.D. ( 0.00 % )

: 73.700 %
: 58.720 %
: -14.980 %
: 503 C.D. ( 93.15 % )
: 37 C.D. ( 6.85 % )

: -
: 1
: 1
: 1
: 1
: 2
: 2
: 5
: 2
DPWH | Project Implementation Forms - Project Managem
 Project Status Report: Construction/Improvement of P
From Brgy. J.P. Laurel, Panabo City to La Paz, Carmen, b. Construc
(Leading to Migratory Bird Sanctuary, Mangrove Sanctuary, Maric

", on-going.

RECOMMENDATIONS AND ACTIONS TAKEN :

- Issued letter to the Contractor dated August 17, 2015 regard
incurred in the project (Final Warning), per D.O. No. 102,
Series of 1988.

- Issued letter to the Contractor dated January 05, 2015 regard

incurred in the project ("Make-or-Break" Stage), per D.O. No.

- Issued letter to the Contractor dated December 16, 2014 reg

incurred in the project ("ICU" Stage), per D.O. No. 102, series
 - Issued letter to the Contractor dated December 01, 2014 reg
incurred in the project ("Early Warning" Stage), per D.O. No. 1

- Issued Site Instruction No. 3 to the contractor, directing to im

parallel to Sub-Soil Exploration (Confirmatory), especially the
interdependent construction activities that fall within the crit
PERT-CPM, in order to augment the physical accomplishment
target for project completion.

- On-going negotiation of affected structures.

NOTED :

. LACASANDILE ELIAS P.
t Engineer Chief, Constru
DPWH | Project Implementation Forms - Project Managem
ty to La Paz, Carmen, b. Construction of Tuganay
ty Baywalk)

EQUIPMENT ON SITE :

Backhoe w/ breaker : 1
Payloader : 1
Motorized Road Grader : -
Vibratory Roller : 1
Water Truck : -
Welding Machine : -
Transit Mixer : -
Concrete Vibrator : -
Concrete Screeder : -
Concrete Saw : -
Bar Cutter : -
Rotary Hammer
Drilling Machine : -
Applicator Machine : -
Kneading Machine : -
Truck Mounted Crane : -
Crawler Crane : 1
Bulldozer : -
Pneumatic Drilling Machin : 1
Generator Set : 1
Bentonite Bin : -
Diesel Hammer : -
Vibro Hammer : 1
Vibro Hammer w/
Hydro Power Pack : -
Drilling Rig : -
Bentonite Mixer : -
Water Pump : 1
Bar Bender : -
Cutting Outfit : 1
 Tremie Pipe Set : -
SPT & Desanding Machine : -
Portable Breaker : -
Air Compressor, Portable : -
Lighting System/Tower Li : -
Dumptruck : 5
Cargo Truck/Delivery Truc : -
Pumpcrete Whiteman : -

mentation Forms - Project Management Form C-02

ort: Construction/Improvement of Panabo City Coastal Road
City to La Paz, Carmen, b. Construction of Tuganay Bridge II
ctuary, Mangrove Sanctuary, Mariculture Park, City Baywalk)
Page 2 of 2

ctor dated August 17, 2015 regarding negative slippage

al Warning), per D.O. No. 102,

ctor dated January 05, 2015 regarding negative slippage

ake-or-Break" Stage), per D.O. No. 102, series of 1988.

ctor dated December 16, 2014 regarding negative slippage

U" Stage), per D.O. No. 102, series of 1988.
ctor dated December 01, 2014 regarding negative slippage
rly Warning" Stage), per D.O. No. 102, series of 1988.

3 to the contractor, directing to implement the activities

tion (Confirmatory), especially the major and other
on activities that fall within the critical path of the approved
ment the physical accomplishment and attain the agencys
on.

ected structures.

ELIAS P. BERMEJO
Chief, Construction Division
mentation Forms - Project Management Form C-02
 PROJECT PROGRESS & STATUS R

As of October 31, 2015

CONTRACT ID : 14LO-0041
PROJECT ID : 1104-13-H-00122
PROJECT NAME : Upgrading of Farm to Market Road with Bridge Components a
Laak-Barangay Casoon-Banlag, Monkayo,
LOCATION : Compostela Valley

CONTRACTOR : Maverick Builders, Inc. / A.B. Aponesto Construction Parts and

Project Manager : Tydings G. Amon
Project In-Charge : Joseph Ariel E. Cacanindin
Materials Engineer : Djerald A. Nuez
DPWH (Gov't.) : Regional Office XI (Construction Division)
Chief Const. Div. : Elias P. Bermejo
Project Engineer : Hilario T. Alviar, Jr.
Materials Engineer : Ramon L. Alas
Project Inspector :
Quantity Engineer :
PROJECT DESCRIPTION/OBJECTIVE:
- Concreting of Road, 200 mm thk. & 5 m width
Sta. 1528+500 - 1562+900 with Equations and Exceptions
- Excavation Works (Common)
- Construction of Grouted Riprap Lined Canal and Minor Drainage Structure
- Construction of Box Culvert = 1.8x 1.8 x 27 m / 3.5 x 2.5 x 23 m
- Construction of 2 RCDG Bridge length = 18.8 m
- Construction of 1 PSCG Bridge length = 34.4 m

CONTRACTUAL DATA / STATUS

FINANCIAL ACCOMPLISHMENT PHYSICAL ACCOMPLISH
Source of Funds : CY 2013 Typhoon Pablo A.) ORIGINAL
Scheduled/Planned
Allocations/Releases : P 296,607,588.00 Actual
ABC : P 284,559,082.75 Slippage
Obligations Made : P 274,533,318.30 B.) REVISED
Original Contract Cost : P 274,533,318.30 Scheduled/Planned
Revised Contract Cost : Actual
Slippage
A.) Approved Variation Order/s: CONTRACT TIME
- A.) ORIGINAL
 Time Elapsed
Time Remaining
B.) Disbursement Made: B.) REVISED
Total Payment Made : Time Elapsed
Contract Time Elapsed : ## Time Remaining
CONTRACT SCHEDULE/DURATION MANPOWER
Notice to Proceed (NTP) : January 20, 2015 Project Manager
Contract Start/Effectivity : January 27, 2015 Project Engineer
A.) ORIGINAL Materials Engineer
Contract Duration : 318 calendar days Safety Officer
Completion Date : December 10, 2015 Surveyor
B.) REVISED Const. Foreman
Contract Duration : Operator/ Driver
Completion Date : Carpenter
C.) TIME EXTENSION/SUSPENSION EQUIPMENT
Time Extension : Motorized Road Grader
Time Suspension : Cargo Truck
Vibratory Roller
Sub-total : Back Hoe w/pavement bre
Water Truck
Grand Total : Payloader
Dump Truck
Transit Mixer
PROJECT UPDATE/ACTIVITIES
I - Project Update:
- Project on-going

II - Project Activities:
- Pouring of PCCP at the following stations;
a. Sta 0+897.50 to 1+001.00 R/S (Segment 1);
b. Sta 1536+001.00 to 1536+221.5 R/S (Segment 2);
c. Sta 1536+230.50 to 1536+433.00 L/S (Segment 2);
d. Sta 1557+000.00 to 1557+103.50 R/S (Segment 3);
e. Sta 1557+203.5 to 1557+597.00 L/S (Segment 3);
- Construction of Limao, Sapdan and Kiayo Bridges

PROBLEMS AND ISSUES:

- Frequent occurrence of rain especially during afternoon.

ACTIONS TAKEN:
- Instructed the contractor to conduct overtime works if weather condition is fair.
Prepared by:

HILARIO T. ALVIAR, JR.

Project Engineer III
RESS & STATUS REPORT

October 31, 2015

Bridge Components at Barangay Aguinaldo-Kidawa,

Construction Parts and Supply (JV)

CTUAL DATA / STATUS

PHYSICAL ACCOMPLISHMENT
A.) ORIGINAL
Scheduled/Planned : 89.66 %
: 96.57 %
: 6.91 %

Scheduled/Planned : 96.44 %
: 96.57 %
: 0.13 %
CONTRACT TIME
A.) ORIGINAL
Time Elapsed : 278 c.d. 87.42%
Time Remaining : 40 c.d. 12.58%

Time Elapsed :
Time Remaining :
MANPOWER
Project Manager : 1 Mason : 8
Project Engineer : 1 Steelman : 4
Materials Engineer : 1 Laborer : 20
Safety Officer : 1
: 1
Const. Foreman : 10
Operator/ Driver : 22
: 10
EQUIPMENT
Motorized Road Grader : 2 Concrete Blade : 1
: 1 Backhoe : 2
Vibratory Roller : 2 One Bagger Mixer : 1
Back Hoe w/pavement breaker : 1 Concrete Vibrator : 1
: 2 Bulldozer : 2
: 2 Batching Plant : 1
: 4 Concrete Screeder : 1
: 1 Bar Cutter : 1
Plate Compactor 1
Submitted by:

ELIAS P. BERMEJO
Chief, Construction Division
 DATE STARTED : January 27, 2015
COMPLETION DATE : December 10, 2015
CONTRACT DURATION : 318 Calendar Days
CONTRACTOR : Maverick Builders, Inc. / AB Aponesto Const. Parts and Supply (JV)
CONTRACT AMOUNT : P 274,533,318.30
Value of Work Accomplishment
Item No. Description Rel. Wt %
Unit Quantity Amount This Month % Previous % Quantity

Part A. Facilities for Engineer

A.1.1 Camphouse with 2 CR for Female & Male sq.m. 36.00 569,640.24 0.207 - 0.207 36.00
A.1.2 Vehicle for the Engineer mo. 11.00 1,497,128.82 0.545
A.1.3 Assistance to the Engineer
A. Field Office Equipment
a) Office Supplies l.s. 1.00 12,761.04 0.005 - 0.005 1.00
Part B. General Requirement
SPL-1 Construction Safety and Health day 263.00 103,185.42 0.038 0.022 155.00
SPL-2 Project Billboard each 2.00 15,187.20 0.006 0.006 2.00
SPL-3 Mobilization & Demobilization l.s. 1.00 632,800.00 0.231 0.116 0.50
SPL-4 Traffic Management l.s. 1.00 172,121.60 0.063 0.063 1.00
B.4(5) Bridge Survey & Staking (Including Approaches) l.s. 1.00 442,960.00 0.161 0.161 1.00
Part C. Earthworks
100(1) Clearing and Grubbing ha. 14.67 3,717,003.92 1.354 1.354 14.67
101(2)a Removal of Existing Headwall each 33.00 44,327.58 0.016 0.016 33.00
101(2)b Removal of Existing Catch Basin each 1.00 5,094.04 0.002 0.002 1.00
101(4)a Removal of Existing RCCP (460 mm dia.) ln.m. 9.30 2,578.70 0.001 0.001 9.30
101(4)b Removal of Existing RCCP (610 mm dia.) ln.m. 80.60 26,134.55 0.010 0.010 80.60
101(4)c Removal of Existing RCCP (910 mm dia.) ln.m. 25.20 16,832.59 0.006 0.006 25.20
101(4)d Removal of Existing RCCP (1220 mm dia.) ln.m. 18.30 16,832.52 0.006 0.006 18.30
102(2) Surplus Common Excavation cu.m. 386,888.00 69,864,235.04 25.448 25.448 386,888.00
103(1) Structure Excavation cu.m. 1,955.90 413,907.56 0.151 0.151 1,955.90
103(3) Foundation Fill cu.m. 128.20 144,468.58 0.053 0.023 55.42
103(6) Pipe Culvert & Drain Excavation cu.m. 2,926.70 619,845.79 0.226 0.100 1,289.67
104(1) Embankment (from Common Excavation) cu.m. 135,210.00 15,280,082.10 5.566 5.566 135,210.00
105(1) Subgrade Preparation sq.m. 223,437.00 3,449,867.28 1.257 1.257 223,437.00
Part D. Subbase & Base Course
200 Aggregate Subbase Course cu.m. 64,649.00 51,812,941.05 18.873 - 18.873 64,649.00
Part E. Surface Courses
311(1) PCC Pavement (Unreinforced), 200mm thk. sq.m. 70,000.00 90,393,100.00 32.926 8.937 23.048 68,000.00
311(2) PCC Pavement (Reinforced) sq.m. 71.80 223,321.69 0.081 0.081 71.80
Part F-1. Drainage Construction
404 Reinforcing Steel Bar, Grade 40 (Minor Structure) kg 24,975.60 1,931,862.66 0.704 - 0.704 24,975.60
405 (1)A Structural Concrete Class A (Minor Structure) cu.m. 236.20 1,572,220.42 0.573 - 0.573 236.20
Part F-2A: Sapdan Bridge Construction
400 (3)a Steel H-Piles, Furnished m. 96.00 699,775.68 0.255 - 0.255 96.00
400 (10)a Steel H-Piles, Driven m. 96.00 400,764.48 0.146 - 0.146 96.00
400 (16)a Test Piles, furnished and Driven m. 32.00 320,272.64 0.117 - 0.117 32.00
400 (21)a Splicing of H-Piles each 8.00 100,819.28 0.037 - 0.037 8.00
401 (a) Railing m. 35.20 261,364.22 0.095 - 0.095 35.20
404 (a)2 Reinforcing Steel Bar, Grade 40 kg 8,529.00 659,718.15 0.240 - 0.240 8,529.00
404 (b)1 Reinforcing Steel Bar, Grade 60 kg 11,667.00 976,761.24 0.356 - 0.356 11,667.00
 405 (1)b Structural Concrete, Class A cu.m. 104.76 1,041,690.49 0.379 - 0.379 104.76
405 (2)a Structural Concrete, Class B cu.m. 0.97 6,087.54 0.002 - 0.002 0.97
Part F-2B: Limao Bridge Construction
400 (3)b Steel H-Piles, Furnished m. 96.00 699,775.68 0.255 - 0.255 96.00
400 (10)b Steel H-Piles, Driven m. 96.00 400,764.48 0.146 - 0.146 96.00
400 (16)b Test Piles, furnished and Driven m. 32.00 320,272.64 0.117 - 0.117 32.00
400 (21)b Splicing of H-Piles each 8.00 100,819.28 0.037 - 0.037 8.00
401 (b) Railing m. 35.20 261,364.22 0.095 - 0.095 35.20
404 (a)3 Reinforcing Steel Bar, Grade 40 kg 8,529.00 659,718.15 0.240 0.120 4,250.00
404 (b)2 Reinforcing Steel Bar, Grade 60 kg 11,667.00 976,761.24 0.356 0.147 4,820.00
405 (1)c Structural Concrete, Class A cu.m. 104.76 1,041,690.49 0.379 - 0.379 104.76
405 (2)b Structural Concrete, Class B cu.m. 0.97 6,087.54 0.002 - 0.002 0.97
Part F-2C: Kiayo Bridge Construction
400 (3)c Steel H-Piles, Furnished m. 128.00 932,558.08 0.340 - 0.340 128.00
400 (10)c Steel H-Piles, Driven m. 128.00 541,448.96 0.197 - 0.197 128.00
400 (16)c Test Piles, furnished and Driven m. 32.00 320,272.64 0.117 - 0.117 32.00
400 (21)c Splicing of H-Piles each 10.00 127,496.50 0.046 - 0.046 10.00
401 (c) Railing m. 67.24 490,254.24 0.179
404 (a)4 Reinforcing Steel Bar, Grade 40 kg 9,721.00 753,960.76 0.275 - 0.275 9,721.00
404 (b)3 Reinforcing Steel Bar, Grade 60 kg 10,785.00 901,518.15 0.328 - 0.328 10,785.00
405 (1)d Structural Concrete, Class A cu.m. 107.52 1,058,610.74 0.386 0.386 107.52
405 (2)c Structural Concrete, Class B cu.m. 0.97 6,087.54 0.002 0.002 0.97
612 Elastomeric Bearing Pad each 6.00 140,000.70 0.051 0.051 6.00
406 (1) Prestressed Structural Concrete members (Girder type V= 3, 4.4 meter) each 3.00 4,695,338.04 1.710 - 1.710 3.00
Part G. Drainage and Slope Protection Structure
500(1)b Pipe Culverts, 910 mm Dia. Class IV ln.m. 596.00 3,763,161.88 1.371 - 1.371 596.00
500(1)c Pipe Culverts, 1220 mm Dia. Class IV ln.m. 117.00 1,103,653.98 0.402 - 0.402 117.00
500(1)d Pipe Culverts, 1520mm Dia. Class IV ln.m. 35.00 493,128.30 0.180 - 0.180 35.00
500(1)e Pipe Culverts, 1830 mm Dia. Class IV ln.m. 6.00 127,477.56 0.046 - 0.046 6.00
504 (2) Removing, cleaning, relaying salvaged culvert pipe, 1220 mm dia. ln.m. 16.90 51,509.85 0.019 - 0.019 16.90
505(5) Grouted Riprap, Class "A" cu.m. 835.60 2,628,805.96 0.958 0.899 783.99
506 Stone Masonry cu.m. 496.90 1,649,822.29 0.601 0.488 403.36
507 Rubble Concrete cu.m. 683.60 2,205,020.16 0.803 -
508 Hand-laid Rock Embankment cu.m. 438.10 628,244.16 0.229 0.051 96.86
274,533,318.30 100.00 9.46 87.11
Previous This Month Schedule PLANNED
Monthly Progress REVISED
ACTUAL
PLANNED
Planned : Cumulative Progress REVISED
Revised : ACTUAL
Actual : SLIPPAGE
T I M E E L A P S E D (%)

:Prepared by

HILARIO T.
.ALVIAR, JR
Project
Engineer III
 Upgrading of Farm to Market Road with Bridge Components at Barangay Aguinaldo-Kidawa,
Laak-Barangay Casoon-Banlag, Monkayo, Compostela Valley
As of September 31, 2015

hment 2015
% Total Jan. 27-31 Feb.1-28 March1-31 April1-30 May1-31 Jun. 1-30 Jul. 1-31 Aug. 1-31 Sep. 1-30
5 28 31 30 31 30 31 31 30
05/318 33/318 64/318 94/318 125/318 155/318 186/318 217/318 247/318

0.207

0.005
Revised S-Curve
0.022 due to Approved
0.006 PERT-CPM
0.116
0.063
0.161

1.354
0.016
0.002
0.001
0.010
0.006
0.006
25.448
0.151
0.023
0.100
5.566
1.257

18.873

31.985
0.081

0.704
0.573

0.255
0.146
0.117
0.037
0.095
0.240
0.356
 0.379
0.002

0.255
0.146
0.117
0.037
0.095 Original S-Curve
0.120
0.147
0.379
0.002

0.340
0.197
0.117
0.046
-
0.275
0.328
0.386
0.002
0.051
1.710

1.371
0.402
0.180
0.046
0.019
0.899
0.488
-
0.051
96.57
PLANNED 0.12 6.13 6.79 6.57 11.95 14.31 14.79 13.25 7.75
REVISED 0.47 2.97 6.44 7.43 11.86 13.69 16.82 13.08 13.45
ACTUAL 0.13 3.35 6.43 12.33 7.93 14.91 15.42 13.09 13.97
PLANNED 0.12 6.25 13.04 19.61 31.56 45.87 60.66 73.91 81.66
REVISED 0.47 3.44 9.88 17.31 29.17 42.86 59.68 72.76 86.21
ACTUAL 0.13 3.48 9.91 21.95 29.72 44.63 60.05 73.14 87.11
0.01 0.04 0.03 4.64 0.55 1.77 0.37 0.38 0.90
1.57 10.38 20.13 29.56 39.31 48.74 58.49 68.24 77.67

:Submitted by

ELIAS P.
BERMEJ0
Chief, Construction
Division
ad with Bridge Components at Barangay Aguinaldo-Kidawa,
asoon-Banlag, Monkayo, Compostela Valley
As of September 31, 2015

2015
Oct. 1-31 Nov. 1-30 Dec. 1-10
31 30 10
278/318 308/318 318/318
100
###
###

###
Revised S-Curve
due to Approved
PERT-CPM 90

80

###

70
###
###
###
###
###
###
###

60

50
 40

30

20

###
###
10

###
###

0###

8.00 7.75 2.59

10.23 3.27 0.29
9.46
89.66 97.41 100.00
96.44 99.71 100.00
96.57
0.13
87.42 96.86 100.00
 DATE STARTED : January 27, 2015
COMPLETION DATE : December 10, 2015
CONTRACT DURATION : 318 Calendar Days
CONTRACTOR : Maverick Builders, Inc. / AB Aponesto Const. Parts and Supply (JV)
CONTRACT AMOUNT : P 274,533,318.30
Value of Work Accomplishment
Item No. Description Rel. Wt %
Unit Quantity Amount This Month % Previous % Quantity

Part A. Facilities for Engineer

A.1.1 Camphouse with 2 CR for Female & Male sq.m. 36.00 569,640.24 0.207 - 0.207 36.00
A.1.2 Vehicle for the Engineer mo. 11.00 1,497,128.82 0.545 0.495 10.00
A.1.3 Assistance to the Engineer
A. Field Office Equipment
a) Office Supplies l.s. 1.00 12,761.04 0.005 - 0.005 1.00
Part B. General Requirement
SPL-1 Construction Safety and Health day 263.00 103,185.42 0.038 0.016 0.022 263.00
SPL-2 Project Billboard each 2.00 15,187.20 0.006 0.006 2.00
SPL-3 Mobilization & Demobilization l.s. 1.00 632,800.00 0.231 0.116 0.50
SPL-4 Traffic Management l.s. 1.00 172,121.60 0.063 0.063 1.00
B.4(5) Bridge Survey & Staking (Including Approaches) l.s. 1.00 442,960.00 0.161 0.161 1.00
Part C. Earthworks
100(1) Clearing and Grubbing ha. 14.67 3,717,003.92 1.354 1.354 14.67
101(2)a Removal of Existing Headwall each 33.00 44,327.58 0.016 0.016 33.00
101(2)b Removal of Existing Catch Basin each 1.00 5,094.04 0.002 0.002 1.00
101(4)a Removal of Existing RCCP (460 mm dia.) ln.m. 9.30 2,578.70 0.001 0.001 9.30
101(4)b Removal of Existing RCCP (610 mm dia.) ln.m. 80.60 26,134.55 0.010 0.010 80.60
101(4)c Removal of Existing RCCP (910 mm dia.) ln.m. 25.20 16,832.59 0.006 0.006 25.20
101(4)d Removal of Existing RCCP (1220 mm dia.) ln.m. 18.30 16,832.52 0.006 0.006 18.30
102(2) Surplus Common Excavation cu.m. 386,888.00 69,864,235.04 25.448 25.448 386,888.00
103(1) Structure Excavation cu.m. 1,955.90 413,907.56 0.151 0.151 1,955.90
103(3) Foundation Fill cu.m. 128.20 144,468.58 0.053 0.030 0.023 128.50
103(6) Pipe Culvert & Drain Excavation cu.m. 2,926.70 619,845.79 0.226 0.126 0.100 2,926.70
104(1) Embankment (from Common Excavation) cu.m. 135,210.00 15,280,082.10 5.566 5.566 135,210.00
105(1) Subgrade Preparation sq.m. 223,437.00 3,449,867.28 1.257 1.257 223,437.00
Part D. Subbase & Base Course
200 Aggregate Subbase Course cu.m. 64,649.00 51,812,941.05 18.873 - 18.873 64,649.00
Part E. Surface Courses
311(1) PCC Pavement (Unreinforced), 200mm thk. sq.m. 70,000.00 90,393,100.00 32.926 0.894 31.985 69,900.00
311(2) PCC Pavement (Reinforced) sq.m. 71.80 223,321.69 0.081 0.081 71.80
Part F-1. Drainage Construction
404 Reinforcing Steel Bar, Grade 40 (Minor Structure) kg 24,975.60 1,931,862.66 0.704 - 0.704 24,975.60
405 (1)A Structural Concrete Class A (Minor Structure) cu.m. 236.20 1,572,220.42 0.573 - 0.573 236.20
Part F-2A: Sapdan Bridge Construction
400 (3)a Steel H-Piles, Furnished m. 96.00 699,775.68 0.255 - 0.255 96.00
400 (10)a Steel H-Piles, Driven m. 96.00 400,764.48 0.146 - 0.146 96.00
400 (16)a Test Piles, furnished and Driven m. 32.00 320,272.64 0.117 - 0.117 32.00
400 (21)a Splicing of H-Piles each 8.00 100,819.28 0.037 - 0.037 8.00
401 (a) Railing m. 35.20 261,364.22 0.095 - 0.095 35.20
404 (a)2 Reinforcing Steel Bar, Grade 40 kg 8,529.00 659,718.15 0.240 - 0.240 8,529.00
404 (b)1 Reinforcing Steel Bar, Grade 60 kg 11,667.00 976,761.24 0.356 - 0.356 11,667.00
 405 (1)b Structural Concrete, Class A cu.m. 104.76 1,041,690.49 0.379 - 0.379 104.76
405 (2)a Structural Concrete, Class B cu.m. 0.97 6,087.54 0.002 - 0.002 0.97
Part F-2B: Limao Bridge Construction
400 (3)b Steel H-Piles, Furnished m. 96.00 699,775.68 0.255 - 0.255 96.00
400 (10)b Steel H-Piles, Driven m. 96.00 400,764.48 0.146 - 0.146 96.00
400 (16)b Test Piles, furnished and Driven m. 32.00 320,272.64 0.117 - 0.117 32.00
400 (21)b Splicing of H-Piles each 8.00 100,819.28 0.037 - 0.037 8.00
401 (b) Railing m. 35.20 261,364.22 0.095 - 0.095 35.20
404 (a)3 Reinforcing Steel Bar, Grade 40 kg 8,529.00 659,718.15 0.240 0.120 0.120 8,529.00
404 (b)2 Reinforcing Steel Bar, Grade 60 kg 11,667.00 976,761.24 0.356 0.209 0.147 11,667.00
405 (1)c Structural Concrete, Class A cu.m. 104.76 1,041,690.49 0.379 - 0.379 104.76
405 (2)b Structural Concrete, Class B cu.m. 0.97 6,087.54 0.002 - 0.002 0.97
Part F-2C: Kiayo Bridge Construction
400 (3)c Steel H-Piles, Furnished m. 128.00 932,558.08 0.340 - 0.340 128.00
400 (10)c Steel H-Piles, Driven m. 128.00 541,448.96 0.197 - 0.197 128.00
400 (16)c Test Piles, furnished and Driven m. 32.00 320,272.64 0.117 - 0.117 32.00
400 (21)c Splicing of H-Piles each 10.00 127,496.50 0.046 - 0.046 10.00
401 (c) Railing m. 67.24 490,254.24 0.179 0.179 67.24
404 (a)4 Reinforcing Steel Bar, Grade 40 kg 9,721.00 753,960.76 0.275 - 0.275 9,721.00
404 (b)3 Reinforcing Steel Bar, Grade 60 kg 10,785.00 901,518.15 0.328 - 0.328 10,785.00
405 (1)d Structural Concrete, Class A cu.m. 107.52 1,058,610.74 0.386 - 0.386 107.52
405 (2)c Structural Concrete, Class B cu.m. 0.97 6,087.54 0.002 - 0.002 0.97
612 Elastomeric Bearing Pad each 6.00 140,000.70 0.051 - 0.051 6.00
406 (1) Prestressed Structural Concrete members (Girder type V= 3, 4.4 meter) each 3.00 4,695,338.04 1.710 - 1.710 3.00
Part G. Drainage and Slope Protection Structure
500(1)b Pipe Culverts, 910 mm Dia. Class IV ln.m. 596.00 3,763,161.88 1.371 - 1.371 596.00
500(1)c Pipe Culverts, 1220 mm Dia. Class IV ln.m. 117.00 1,103,653.98 0.402 - 0.402 117.00
500(1)d Pipe Culverts, 1520mm Dia. Class IV ln.m. 35.00 493,128.30 0.180 - 0.180 35.00
500(1)e Pipe Culverts, 1830 mm Dia. Class IV ln.m. 6.00 127,477.56 0.046 - 0.046 6.00
504 (2) Removing, cleaning, relaying salvaged culvert pipe, 1220 mm dia. ln.m. 16.90 51,509.85 0.019 - 0.019 16.90
505(5) Grouted Riprap, Class "A" cu.m. 835.60 2,628,805.96 0.958 0.059 0.899 835.60
506 Stone Masonry cu.m. 496.90 1,649,822.29 0.601 0.113 0.488 496.90
507 Rubble Concrete cu.m. 683.60 2,205,020.16 0.803 0.802 683.00
508 Hand-laid Rock Embankment cu.m. 438.10 628,244.16 0.229 0.178 0.051 438.10
274,533,318.30 100.00 3.22 96.57
Previous This Month Schedule PLANNED
Monthly Progress REVISED
ACTUAL
PLANNED
Planned : Cumulative Progress REVISED
Revised : ACTUAL
Actual : SLIPPAGE
T I M E E L A P S E D (%)

:Prepared by

HILARIO T.
.ALVIAR, JR
Project
Engineer III
 Upgrading of Farm to Market Road with Bridge Components at Barangay Aguinaldo-Kidawa,
Laak-Barangay Casoon-Banlag, Monkayo, Compostela Valley
As of November 30, 2015

hment 2015
% Total Jan. 27-31 Feb.1-28 March1-31 April1-30 May1-31 Jun. 1-30 Jul. 1-31 Aug. 1-31 Sep. 1-30
5 28 31 30 31 30 31 31 30
05/318 33/318 64/318 94/318 125/318 155/318 186/318 217/318 247/318

0.207
0.495

0.005
Revised S-Curve
0.038 due to Approved
0.006 PERT-CPM
0.116
0.063
0.161

1.354
0.016
0.002
0.001
0.010
0.006
0.006
25.448
0.151
0.053
0.226
5.566
1.257

18.873

32.879
0.081

0.704
0.573

0.255
0.146
0.117
0.037
0.095
0.240
0.356
 0.379
0.002

0.255
0.146
0.117
0.037
0.095 Original S-Curve
0.240
0.356
0.379
0.002

0.340
0.197
0.117
0.046
0.179
0.275
0.328
0.386
0.002
0.051
1.710

1.371
0.402
0.180
0.046
0.019
0.958
0.601
0.802
0.229
99.79
PLANNED 0.12 6.13 6.79 6.57 11.95 14.31 14.79 13.25 7.75
REVISED 0.47 2.97 6.44 7.43 11.86 13.69 16.82 13.08 13.45
ACTUAL 0.13 3.35 6.43 12.33 7.93 14.91 15.42 13.09 13.97
PLANNED 0.12 6.25 13.04 19.61 31.56 45.87 60.66 73.91 81.66
REVISED 0.47 3.44 9.88 17.31 29.17 42.86 59.68 72.76 86.21
ACTUAL 0.13 3.48 9.91 21.95 29.72 44.63 60.05 73.14 87.11
0.01 0.04 0.03 4.64 0.55 1.77 0.37 0.38 0.90
1.57 10.38 20.13 29.56 39.31 48.74 58.49 68.24 77.67

:Submitted by

ELIAS P.
BERMEJ0
Chief, Construction
Division
ad with Bridge Components at Barangay Aguinaldo-Kidawa,
asoon-Banlag, Monkayo, Compostela Valley
As of November 30, 2015

2015
Oct. 1-31 Nov. 1-30 Dec. 1-10
31 30 10
278/318 308/318 318/318
100
###
###

###
Revised S-Curve
due to Approved
PERT-CPM 90

80

###

70
###
###
###
###
###
###
###

60

50
 40

30

20

###
###
10

###
###

0###

8.00 7.75 2.59

10.23 3.27 0.29
9.46 3.22
89.66 97.41 100.00
96.44 99.71 100.00
96.57 99.79
0.13 0.08
87.42 96.86 100.00
 DATE STARTED : April 24, 2017
COMPLETION DATE : January 17, 2018
CONTRACT DURATION : 269 Calendar Days
CONTRACTOR : A.B. Aponesto Construction Parts & Supply
CONTRACT AMOUNT : P 140,184,038.50
ORIGINAL QUANTITY
Item No. Description Unit Cost Total Amount Rel. Wt %
Unit Quantity This Month %
(P) (P)

Part A: Facilities for Engineer

A.1.1(3) Construction of Field Office for the Engineer l.s. 1.00 256,052.63 256,052.63 0.183 0.027
A.1.2(5) Vehicle for the Engineer Based on DO3 , s 2010, Fully Operated
b. 4x4 pick-up 2500 CC MT diesel w/ aircon, stereo, megawheels, step board, bed liners,
mo. 9.00 108,386.77 975,480.93 0.696
GPS, Rustproof
0.155
A.1.1(16) Assistance to the Engineer
mo. 9.00 8,782.73 79,044.57 0.056 0.004
A. Operations & Maintenance of Field Office for the Engineer
Part B: General Requirement
B-5 Project Billboard each 2.00 5,339.25 10,678.50 0.008 -
B-7 Occupational Safety and Health Program mo. 9.00 30,756.71 276,810.39 0.197 0.01
B-8 Traffic Management mo. 9.00 27,309.27 245,783.43 0.175 0.012
B-9 Mobilization & Demobilization l.s. 1.00 524,258.40 524,258.40 0.374 Err:522
B.4 (1) Construction Survey and Staking km. 3.75 12,545.26 47,044.73 0.034 Err:522
Part C: Earthworks
100(1) Clearing & Grubbing ha. 1.59 195,474.00 310,803.66 0.222 Err:522
101(2) Removal of Actual Structure/Obstruction (Headwall) each 20.00 2,634.03 52,680.60 0.038 Err:522
101(4)c Removal of Existing 910mm RCPC ln.m. 41.00 1,111.25 45,561.25 0.033 -
102(2) Surplus Common Excavation cu.m. 41,127.00 408.26 16,790,509.02 11.977 Err:522
103(1)a Structure Excavation cu.m. 1,858.00 138.17 256,719.86 0.183 Err:522
103(3) Foundation Fill cu.m. 175.00 765.12 133,896.00 0.096 Err:522
103(6)a Pipe Culvert and Drain Excavation (Common) cu.m. 533.00 397.24 211,728.92 0.151 Err:522
104(1)a1 Embankment (from Excavation) cu.m. 48,036.00 300.86 14,452,110.96 10.309 ##
105(1)a Subgrade Preparation sq.m. 31,210.58 25.45 794,309.26 0.567 Err:522
Part D: Sub-base & Base Course
200(1) Aggregate Subbase Course cu.m. 12,835.00 1,856.06 23,822,530.10 16.994 3.999
Part E: Surface Courses
300(1) Gravel Surface Course cu.m. 2,965.00 1,906.88 5,653,899.20 4.033 -
311(1)e1 PCC Pavement (unreinforced), 280 mm. thk. sq.m. 27,312.19 1,729.17 47,227,419.58 33.690 4.132
PART F-1: Drainage Construction (Box Culvert)
404(1)a Reinforcing Steel Bar, Grade 40 (Minor Structures) kg. 30,306.00 75.78 2,296,588.68 1.638 -
405(1)a3 Structural Concrete, Class "A" (Minor Structures) cu.m. 809.00 5,316.00 4,300,644.00 3.068 -
PART G. Drainage & Slope Protection Structure
500(1)b3 Pipe Culverts, 910 mm ., Class IV ln.m. 194.00 5,782.30 1,121,766.20 0.800 -
500(1)b6 Pipe Culverts, 1520 mm , Class IV ln.m. 6.00 9,870.69 59,224.14 0.042 -
504(3)c Cleaning of Pipe Culvert in Place, 910mm Dia. ln.m. 61.00 1,090.21 66,502.81 0.047 -
504(3)f Cleaning of Pipe Culvert in Place, 1220mm Dia. ln.m. 13.00 2,204.15 28,653.95 0.020 -
505(5) Grouted Riprap, Class "A" cu.m. 611.00 3,176.26 1,940,694.86 1.384 -
506(1) Stone Masonry cu.m. 103.00 2,106.03 216,921.09 0.155 -
508(1) Handlaid Rock Embankment cu.m. 16.00 3,051.53 48,824.48 0.035 -
PART H. Miscellaneous Structure
603(3)a1 Metal Guardrail (Metal Beam) Including Post ln.m. 3,291.83 777.95 2,560,879.15 1.827 -
603(3)b2 Metal Beam End Piece (Bull Nose) each 36.00 2,046.71 73,681.56 0.053 -
612(1) Reflectorized Thermopalstic Pavement Marking (White) sq.m. 1,362.13 1,730.84 2,357,629.08 1.682 -
612(2) Reflectorized Thermopalstic Pavement Marking (Yellow) sq.m. 12.00 7,177.88 86,134.56 0.061 -
620(1)a Chevron Sign (450 x 600mm) each 186.00 12,458.25 2,317,234.50 1.653 -
622(1)a Coco net, 400 sq.m. 10,589.00 215.61 2,283,094.29 1.629 -
622(1)b Coco net, 700 sq.m. 5,764.00 427.59 2,464,628.76 1.758 -
622(2)c Coco log/Fascine ln.m. 6,592.00 670.74 4,421,518.08 3.154 -
622(3)b Vegetation sq.m. 16,352.00 83.91 1,372,096.32 0.979 -
140,184,038.50 100.00 0.160
Legend: Previous This Month Schedule
MONTHLY PROGRESS

CUMULATIVE PROGRESS
Planned
Actual SLIPPA
TIME ELAPS

:Prepared by :Checked and submitted by

ANJEJON L. BUYOC HILARIO T.

Engineer Aide . ALVIAR, JR
Project Engineer
III
 Road Upgrading (Gravel to Concrete) of Montevista - DNAS Road (Brgy. Canidkid - Brgy. Camansi Section),
Compostela Valley 1st LD K1422+332 - K1422+879; K1423+603 - K1425+961; K1425+1007+K1426+917

Accomplishment

Previous % Quantity % Total Apr. 24-30 May 1-31 June 1-30 July 1-31 Aug. 1-31 Sep. 1-30 Oct. 1-31 Nov. 1-30

7 31 30 31 31 30 31 30
7/269 38/269 68/269 99/269 130/269 160/269 191/269 221/269

0.119 1.00 0.183

- 2.00 0.155

0.006 2.00 0.012

0.008 2.00 0.008

0.022 2.00 0.044
#VALUE! 2.00 0.039
Err:522 0.55 0.206
Err:522 3.75 0.034 Planned

Err:522 1.00 0.140

Err:522 3.00 0.006
- -
Err:522 534.00 0.156
Err:522 124.00 0.012
Err:522 -
Err:522 23.00 0.007
###
10,520.00 2.258
Err:522 8,134.00 0.148

3,020.00 3.999

-
3,350.00 4.132

-
-

-
-
-
-
-
-
- Start Date:
April 24, 2017
 Start Date:
April 24, 2017
-
-
- Actual
-
-
-
-
-
-
0.35 25,724.300 11.54
PLANNED 0.34 5.11 11.10 17.24 17.45 15.91 16.54 11.18
OGRESS
ACTUAL 11.54
PLANNED 0.34 5.45 16.55 33.79 51.25 67.15 83.69 94.87
PROGRESS
ACTUAL 11.54
SLIPPAGE 11.20
TIME ELAPSED ( % ) 2.60

:Noted

ELIAS P.
BERMEJ0
Chief, Construction
Division
Concrete) of Montevista - DNAS Road (Brgy. Canidkid - Brgy. Camansi Section),
K1422+332 - K1422+879; K1423+603 - K1425+961; K1425+1007+K1426+917

Dec. 1-31 Jan. 1-17

31 17
252/269 269/269

100

90

80

7
0

60

50

40

30

20
 20

10

0
4.29 0.84

99.16 100.00
IMPLEMENTING OFFICE :

CONTRACT ID / PMS ID :

PROJECT NAME :

PROJECT DESCRIPTION :
- Concreting of pavement, 280mm thk & 150mm thk = 3,4
- Pipe Culverts, 910mm Diameter, Class IV
- Pipe Culverts, 1220mm Diameter, Class IV
- Provision of Reflectorized Thermoplastic Pavement Markin
- Provision of Metal Guardrail (Metal Beam) Inc. Post
- Provision of Metal Beam End Piece (Bull Nose)
- Trees (Furnishing and Transplanting)
- Chevron Signage
- Vegetation

PROJECT/CONTRACTUAL DATA :

Project Component :
Province :

Region :
Location :
Source of Fund :
Mode of Contract :
Implementing Office :

Date of Bidding :
Contractor :

Contract Amount :
Revised Contract Amount :
Contract Duration :
Revised Contract Duration :
Effectivity of Contract :
Contract Expiry Date :
Revised Completion Date :

Time Extension/Suspension
Time Extension No. 1 :
Time Extension No. 2 :
Time Extension No. 3 :

Total :
Time Suspension No. _ :
Total :

Grand Total :
PROJECT UPDATE :
- Project just started on April 24, 2017

ACTIVITIES THIS MONTH :

- Pipe Culvert and Drain Excavation

- Construction of Bunkhouse
- Surplus Common Excavation
- Removal of Actual Structure / Obstruction (Headwall)
- Subgrade Preparation

ISSUES AND PROBLEMS ENCOUNTERED :

- Frequent occurrence of Rain in the Project Site

REMARKS :
PREPARED BY :

ANJEJON L. BUYOC
Project Inspector
 Republic of th
DEPARTMENT OF PUBLIC
REGIONAL
R. Magsaysay Ave. corner

PROJECT STA
As of May

Regional Office XI

17LO-00111/P00119955MN
Road Upgrading (Gravel to Concrete) of Montevista-DNAS
K1422+879, K1423+603-K1425+961, K1425+1007-K1426+

280mm thk & 150mm thk = 3,453.00 meters

ameter, Class IV
iameter, Class IV
Thermoplastic Pavement Markings
ail (Metal Beam) Inc. Post
End Piece (Bull Nose)

CONTRACT STATU

Roads ACCOMPLISHME
Compostela Valley A.) ORIGINAL

Region XI
Brgy. Canidkid-Brgy. Camansi Section,
Compostela Valley
By Contract
Regional Office XI
B.) REVISED
January 27, 2017
A.B. APONESTO CONSTRUCTION PARTS & SUPPLY

P 140,184,038.50

269 Calendar Days MANPOWER ON S

Project Manager
April 24, 2017 Project Engineer
January 17, 2018 Materials Enginee
Safety & Health O
Const. Foreman
Laboratory Person
Laboratory Aide
Driver/Operator
Mechanic
Skilled Worker
Unskilled Worker

0 Calendar Days
cavation
se
tion
ure / Obstruction (Headwall)

NCOUNTERED :

f Rain in the Project Site

CHECKED AND SUBMITTED BY :

HIL
P
 Republic of the Philippines
T OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE XI
y Ave. corner Chavez Street, Davao City

PROJECT STATUS REPORT

As of May 15, 2017

ntevista-DNAS Road (Brgy. Canidkid-Brgy. Camansi Section), Composte

+1007-K1426+917

NTRACT STATUS :

CCOMPLISHMENT:
.) ORIGINAL

Sched. Accomp. : 02.07 %

Actual Accomp. : 11.54 %
Slippage to Date : 09.47 %
 Time Elapsed to Date : 22 C.D. ( 8.18 % )
Time Remaining : 247 C.D. ( 91.82 % )

.) REVISED
Sched. Accomp. : -
Actual Accomp. : -
Slippage to Date : -
Time Elapsed to Date : - -
Time Remaining : - -

NPOWER ON SITE
roject Manager : 1

roject Engineer : 1

aterials Engineer : 1

afety & Health Officer : 1

onst. Foreman : 2

aboratory Personnel : 2

aboratory Aide : 2

river/Operator : 18

echanic : 2

killed Worker : 10
nskilled Worker : 10
DPWH | Project Implementation F
 Project Status Re
Montevista-DNAS
Compo
K1423

RECOMMENDATIONS AND ACTIONS TAKEN :

- Instructed the Contractor to conduct

wasted time/days due to unworkable gr
ED BY : NOTED :

HILARIO T. ALVIAR JR. E

Project Engineer III Chie

DPWH | Project Implementation F

tion), Compostela Valley 1st LD, K1422+332-

EQUIPMENT ON SITE :

Backhoe : 5

Dumptruck : 6

Bulldozer : 3

Payloader : 3

Batching Plant :
Minimum Materials Testing : 1
Lab Equipment

Water Truck : 1
Transit Mixer :
Road Roller :
Road Grader :
Concrete Screeder :
Concrete Vibrator :
Concrete Saw :
Bar Cutter :

Bagger Mixer :
Implementation Forms - Project Management Form C-02
Project Status Report: Road Upgrading (Gravel to Concrete) of
Montevista-DNAS Road (Brgy. Canidkid-Brgy. Camansi Section),
Compostela Valley 1st LD, K1422+332-K1422+879,
K1423+603-K1425+961, K1425+1007-K1426+917
Page 2 of 2

CTIONS TAKEN :

tor to conduct overtime works in order to cover-up

o unworkable ground caused by bad weather condition
 ELIAS P. BERMEJO
Chief, Construction Division

Implementation Forms - Project Management Form C-02

 Road Upgrading (Gravel to Concrete) of Montevista-DNAS Road (Brgy. Canidkid-Brgy. Camansi
Section), Compostela Valley 1st LD, K1422+332-K1422+879, K1423+603-K1425+961,
K1425+1007-K1426+917

Date Started April 24, 2017

Completion Date January 17, 2018
Contract Duration 269 Calendar Days
Contractor A.B. APONESTO CONSTRUCTION PARTS & SUPPLY
Contract Amount P 140,184,038.50

As of April 30, 2017

MANPOWER UTILIZATION SCHEDULE: ( As per Original )

2017

Description
Apr. May June July Aug. Sep. Oct. Nov. Dec. Jan.
7 30 31 30 31 31 30 31 31 17
7 37 68 98 129 160 190 221 252 269
Project Manager 1 1 1 1 1 1 1 1 1 1
Project Engineer 1 1 1 1 1 1 1 1 1 1
Materials Engineer 1 1 1 1 1 1 1 1 1 1
Safety & Health Officer 1 1 1 1 1 1 1 1 1 1
Const. Foreman 3 3 3 3 3 3 3 3 3 3
Laboratory Personnel 2 2 2 2 2 2 2 2 2 2
Laboratory Aide 2 2 2 2 2 2 2 2 2 2
Driver/Operator 15 15 15 15 15 15 15 15 15 15
Mechanic 2 2 2 2 2 2 2 2 2 2
Skilled Worker 10 25 25 25 25 25 25 25 25 10
Unskilled Worker 10 25 25 25 25 25 25 25 25 20
Total Manpower 48 78 78 78 78 78 78 78 78 58
Mandays 336 2340 2418 2340 2418 2418 2340 2418 2418 986

MANPOWER UTILIZATION SCHEDULE: ( As per Actual )

2017
Apr. May June July Aug. Sep. Oct. Nov. Dec. Jan.
Description
7 30 31 30 31 31 30 31 31 17
7 37 68 98 129 160 190 221 252 269
Project Manager 1
Project Engineer 1
Materials Engineer 1
Safety & Health Officer 1
Const. Foreman 2
Laboratory Personnel 2
Laboratory Aide 2
Driver/Operator 18
Mechanic 2
Skilled Worker 10
Unskilled Worker 10
Total Manpower 50
Mandays 350 0 0 0 0 0 0 0 0
Name of Project

Location :
Date Effectivity :
Contract Duration :
Expiry Date :
Contract Amount :
Contractor :

No. of Days No. of Days Time

Time Elapsed Date Daily Accomp. Total Accomp.
Elapsed Remaining Remaining
1 0.37 268 99.63 24-Apr 0.049 0.05
2 0.74 267 99.26 25-Apr 0.049 0.10
3 1.12 266 98.88 26-Apr 0.049 0.15
4 1.49 265 98.51 27-Apr 0.049 0.19
5 1.86 264 98.14 28-Apr 0.049 0.24
6 2.23 263 97.77 29-Apr 0.049 0.29
7 2.60 262 97.40 30-Apr 0.049 0.34
8 2.97 261 97.03 1-May 0.115 0.46
9 3.35 260 96.65 2-May 0.115 0.57
10 3.72 259 96.28 3-May 0.115 0.69
11 4.09 258 95.91 4-May 0.115 0.80
12 4.46 257 95.54 5-May 0.115 0.92
13 4.83 256 95.17 6-May 0.115 1.03
14 5.20 255 94.80 7-May 0.115 1.15
15 5.58 254 94.42 8-May 0.115 1.26
16 5.95 253 94.05 9-May 0.115 1.38
17 6.32 252 93.68 10-May 0.115 1.49
18 6.69 251 93.31 11-May 0.115 1.61
19 7.06 250 92.94 12-May 0.115 1.72
20 7.43 249 92.57 13-May 0.115 1.84
21 7.81 248 92.19 14-May 0.115 1.95
22 8.18 247 91.82 15-May 0.115 2.07
23 8.55 246 91.45 16-May 0.115 2.18
24 8.92 245 91.08 17-May 0.115 2.30
25 9.29 244 90.71 18-May 0.115 2.41
26 9.67 243 90.33 19-May 0.115 2.53
27 10.04 242 89.96 20-May 0.115 2.64
28 10.41 241 89.59 21-May 0.115 2.76
29 10.78 240 89.22 22-May 0.115 2.87
30 11.15 239 88.85 23-May 0.115 2.99
31 11.52 238 88.48 24-May 0.307 3.30
32 11.90 237 88.10 25-May 0.307 3.60
33 12.27 236 87.73 26-May 0.307 3.91
34 12.64 235 87.36 27-May 0.307 4.22
35 13.01 234 86.99 28-May 0.307 4.53
36 13.38 233 86.62 29-May 0.307 4.83
37 13.75 232 86.25 30-May 0.307 5.14
38 14.13 231 85.87 31-May 0.307 5.45
39 14.50 230 85.50 1-Jun 0.307 5.75
40 14.87 229 85.13 2-Jun 0.307 6.06
41 15.24 228 84.76 3-Jun 0.307 6.37
42 15.61 227 84.39 4-Jun 0.307 6.67
43 15.99 226 84.01 5-Jun 0.307 6.98
44 16.36 225 83.64 6-Jun 0.307 7.29
45 16.73 224 83.27 7-Jun 0.307 7.60
46 17.10 223 82.90 8-Jun 0.307 7.90
47 17.47 222 82.53 9-Jun 0.307 8.21
48 17.84 221 82.16 10-Jun 0.307 8.52
49 18.22 220 81.78 11-Jun 0.307 8.82
50 18.59 219 81.41 12-Jun 0.307 9.13
 51 18.96 218 81.04 13-Jun 0.307 9.44
52 19.33 217 80.67 14-Jun 0.307 9.74
53 19.70 216 80.30 15-Jun 0.307 10.05
54 20.07 215 79.93 16-Jun 0.307 10.36
55 20.45 214 79.55 17-Jun 0.307 10.67
56 20.82 213 79.18 18-Jun 0.307 10.97
57 21.19 212 78.81 19-Jun 0.307 11.28
58 21.56 211 78.44 20-Jun 0.307 11.59
59 21.93 210 78.07 21-Jun 0.307 11.89
60 22.30 209 77.70 22-Jun 0.307 12.20
61 22.68 208 77.32 23-Jun 0.544 12.74
62 23.05 207 76.95 24-Jun 0.544 13.29
63 23.42 206 76.58 25-Jun 0.544 13.83
64 23.79 205 76.21 26-Jun 0.544 14.37
65 24.16 204 75.84 27-Jun 0.544 14.92
66 24.54 203 75.46 28-Jun 0.544 15.46
67 24.91 202 75.09 29-Jun 0.544 16.01
68 25.28 201 74.72 30-Jun 0.544 16.55
69 25.65 200 74.35 1-Jul 0.544 17.09
70 26.02 199 73.98 2-Jul 0.544 17.64
71 26.39 198 73.61 3-Jul 0.544 18.18
72 26.77 197 73.23 4-Jul 0.544 18.72
73 27.14 196 72.86 5-Jul 0.544 19.27
74 27.51 195 72.49 6-Jul 0.544 19.81
75 27.88 194 72.12 7-Jul 0.544 20.36
76 28.25 193 71.75 8-Jul 0.544 20.90
77 28.62 192 71.38 9-Jul 0.544 21.44
78 29.00 191 71.00 10-Jul 0.544 21.99
79 29.37 190 70.63 11-Jul 0.544 22.53
80 29.74 189 70.26 12-Jul 0.544 23.07
81 30.11 188 69.89 13-Jul 0.544 23.62
82 30.48 187 69.52 14-Jul 0.544 24.16
83 30.86 186 69.14 15-Jul 0.544 24.70
84 31.23 185 68.77 16-Jul 0.544 25.25
85 31.60 184 68.40 17-Jul 0.544 25.79
86 31.97 183 68.03 18-Jul 0.544 26.34
87 32.34 182 67.66 19-Jul 0.544 26.88
88 32.71 181 67.29 20-Jul 0.544 27.42
89 33.09 180 66.91 21-Jul 0.544 27.97
90 33.46 179 66.54 22-Jul 0.544 28.51
91 33.83 178 66.17 23-Jul 0.587 29.10
92 34.20 177 65.80 24-Jul 0.587 29.68
93 34.57 176 65.43 25-Jul 0.587 30.27
94 34.94 175 65.06 26-Jul 0.587 30.86
95 35.32 174 64.68 27-Jul 0.587 31.45
96 35.69 173 64.31 28-Jul 0.587 32.03
97 36.06 172 63.94 29-Jul 0.587 32.62
98 36.43 171 63.57 30-Jul 0.587 33.21
99 36.80 170 63.20 31-Jul 0.587 33.79
100 37.17 169 62.83 1-Aug 0.587 34.38
101 37.55 168 62.45 2-Aug 0.587 34.97
102 37.92 167 62.08 3-Aug 0.587 35.55
103 38.29 166 61.71 4-Aug 0.587 36.14
104 38.66 165 61.34 5-Aug 0.587 36.73
105 39.03 164 60.97 6-Aug 0.587 37.32
106 39.41 163 60.59 7-Aug 0.587 37.90
107 39.78 162 60.22 8-Aug 0.587 38.49
108 40.15 161 59.85 9-Aug 0.587 39.08
109 40.52 160 59.48 10-Aug 0.587 39.66
110 40.89 159 59.11 11-Aug 0.587 40.25
111 41.26 158 58.74 12-Aug 0.587 40.84
112 41.64 157 58.36 13-Aug 0.587 41.42
113 42.01 156 57.99 14-Aug 0.587 42.01
114 42.38 155 57.62 15-Aug 0.587 42.60
115 42.75 154 57.25 16-Aug 0.587 43.19
116 43.12 153 56.88 17-Aug 0.587 43.77
117 43.49 152 56.51 18-Aug 0.587 44.36
118 43.87 151 56.13 19-Aug 0.587 44.95
119 44.24 150 55.76 20-Aug 0.587 45.53
120 44.61 149 55.39 21-Aug 0.587 46.12
121 44.98 148 55.02 22-Aug 0.513 46.63
122 45.35 147 54.65 23-Aug 0.513 47.15
123 45.72 146 54.28 24-Aug 0.513 47.66
124 46.10 145 53.90 25-Aug 0.513 48.17
125 46.47 144 53.53 26-Aug 0.513 48.68
126 46.84 143 53.16 27-Aug 0.513 49.20
127 47.21 142 52.79 28-Aug 0.513 49.71
128 47.58 141 52.42 29-Aug 0.513 50.22
129 47.96 140 52.04 30-Aug 0.513 50.73
130 48.33 139 51.67 31-Aug 0.513 51.25
131 48.70 138 51.30 1-Sep 0.513 51.76
132 49.07 137 50.93 2-Sep 0.513 52.27
133 49.44 136 50.56 3-Sep 0.513 52.78
134 49.81 135 50.19 4-Sep 0.513 53.30
135 50.19 134 49.81 5-Sep 0.513 53.81
136 50.56 133 49.44 6-Sep 0.513 54.32
137 50.93 132 49.07 7-Sep 0.513 54.84
138 51.30 131 48.70 8-Sep 0.513 55.35
139 51.67 130 48.33 9-Sep 0.513 55.86
140 52.04 129 47.96 10-Sep 0.513 56.37
141 52.42 128 47.58 11-Sep 0.513 56.89
142 52.79 127 47.21 12-Sep 0.513 57.40
143 53.16 126 46.84 13-Sep 0.513 57.91
144 53.53 125 46.47 14-Sep 0.513 58.42
145 53.90 124 46.10 15-Sep 0.513 58.94
146 54.28 123 45.72 16-Sep 0.513 59.45
147 54.65 122 45.35 17-Sep 0.513 59.96
148 55.02 121 44.98 18-Sep 0.513 60.47
149 55.39 120 44.61 19-Sep 0.513 60.99
150 55.76 119 44.24 20-Sep 0.513 61.50
151 56.13 118 43.87 21-Sep 0.565 62.07
152 56.51 117 43.49 22-Sep 0.565 62.63
153 56.88 116 43.12 23-Sep 0.565 63.20
154 57.25 115 42.75 24-Sep 0.565 63.76
155 57.62 114 42.38 25-Sep 0.565 64.33
156 57.99 113 42.01 26-Sep 0.565 64.89
157 58.36 112 41.64 27-Sep 0.565 65.46
158 58.74 111 41.26 28-Sep 0.565 66.02
159 59.11 110 40.89 29-Sep 0.565 66.59
160 59.48 109 40.52 30-Sep 0.565 67.15
161 59.85 108 40.15 1-Oct 0.565 67.72
162 60.22 107 39.78 2-Oct 0.565 68.28
163 60.59 106 39.41 3-Oct 0.565 68.85
164 60.97 105 39.03 4-Oct 0.565 69.41
165 61.34 104 38.66 5-Oct 0.565 69.98
166 61.71 103 38.29 6-Oct 0.565 70.55
167 62.08 102 37.92 7-Oct 0.565 71.11
168 62.45 101 37.55 8-Oct 0.565 71.68
169 62.83 100 37.17 9-Oct 0.565 72.24
170 63.20 99 36.80 10-Oct 0.565 72.81
171 63.57 98 36.43 11-Oct 0.565 73.37
172 63.94 97 36.06 12-Oct 0.565 73.94
173 64.31 96 35.69 13-Oct 0.565 74.50
174 64.68 95 35.32 14-Oct 0.565 75.07
175 65.06 94 34.94 15-Oct 0.565 75.63
176 65.43 93 34.57 16-Oct 0.565 76.20
177 65.80 92 34.20 17-Oct 0.565 76.76
178 66.17 91 33.83 18-Oct 0.565 77.33
179 66.54 90 33.46 19-Oct 0.565 77.89
180 66.91 89 33.09 20-Oct 0.565 78.46
181 67.29 88 32.71 21-Oct 0.476 78.94
182 67.66 87 32.34 22-Oct 0.476 79.41
183 68.03 86 31.97 23-Oct 0.476 79.89
184 68.40 85 31.60 24-Oct 0.476 80.36
185 68.77 84 31.23 25-Oct 0.476 80.84
186 69.14 83 30.86 26-Oct 0.476 81.31
187 69.52 82 30.48 27-Oct 0.476 81.79
188 69.89 81 30.11 28-Oct 0.476 82.27
189 70.26 80 29.74 29-Oct 0.476 82.74
190 70.63 79 29.37 30-Oct 0.476 83.22
191 71.00 78 29.00 31-Oct 0.476 83.69
192 71.38 77 28.62 1-Nov 0.476 84.17
193 71.75 76 28.25 2-Nov 0.476 84.64
194 72.12 75 27.88 3-Nov 0.476 85.12
195 72.49 74 27.51 4-Nov 0.476 85.60
196 72.86 73 27.14 5-Nov 0.476 86.07
197 73.23 72 26.77 6-Nov 0.476 86.55
198 73.61 71 26.39 7-Nov 0.476 87.02
199 73.98 70 26.02 8-Nov 0.476 87.50
200 74.35 69 25.65 9-Nov 0.476 87.97
201 74.72 68 25.28 10-Nov 0.476 88.45
202 75.09 67 24.91 11-Nov 0.476 88.92
203 75.46 66 24.54 12-Nov 0.476 89.40
204 75.84 65 24.16 13-Nov 0.476 89.88
205 76.21 64 23.79 14-Nov 0.476 90.35
206 76.58 63 23.42 15-Nov 0.476 90.83
207 76.95 62 23.05 16-Nov 0.476 91.30
208 77.32 61 22.68 17-Nov 0.476 91.78
209 77.70 60 22.30 18-Nov 0.476 92.25
210 78.07 59 21.93 19-Nov 0.476 92.73
211 78.44 58 21.56 20-Nov 0.194 92.92
212 78.81 57 21.19 21-Nov 0.194 93.12
213 79.18 56 20.82 22-Nov 0.194 93.31
214 79.55 55 20.45 23-Nov 0.194 93.51
215 79.93 54 20.07 24-Nov 0.194 93.70
216 80.30 53 19.70 25-Nov 0.194 93.90
217 80.67 52 19.33 26-Nov 0.194 94.09
218 81.04 51 18.96 27-Nov 0.194 94.28
219 81.41 50 18.59 28-Nov 0.194 94.48
220 81.78 49 18.22 29-Nov 0.194 94.67
221 82.16 48 17.84 30-Nov 0.194 94.87
222 82.53 47 17.47 1-Dec 0.194 95.06
223 82.90 46 17.10 2-Dec 0.194 95.26
224 83.27 45 16.73 3-Dec 0.194 95.45
225 83.64 44 16.36 4-Dec 0.194 95.65
226 84.01 43 15.99 5-Dec 0.194 95.84
227 84.39 42 15.61 6-Dec 0.194 96.03
228 84.76 41 15.24 7-Dec 0.194 96.23
229 85.13 40 14.87 8-Dec 0.194 96.42
230 85.50 39 14.50 9-Dec 0.194 96.62
231 85.87 38 14.13 10-Dec 0.194 96.81
232 86.25 37 13.75 11-Dec 0.194 97.01
233 86.62 36 13.38 12-Dec 0.194 97.20
234 86.99 35 13.01 13-Dec 0.194 97.39
235 87.36 34 12.64 14-Dec 0.194 97.59
236 87.73 33 12.27 15-Dec 0.194 97.78
 237 88.10 32 11.90 16-Dec 0.194 97.98
1 238 88.48 31 11.52 17-Dec 0.194 98.17
2 239 88.85 30 11.15 18-Dec 0.194 98.37
3 240 89.22 29 10.78 19-Dec 0.194 98.56
4 241 89.59 28 10.41 20-Dec 0.050 98.61
5 242 89.96 27 10.04 21-Dec 0.050 98.66
6 243 90.33 26 9.67 22-Dec 0.050 98.71
7 244 90.71 25 9.29 23-Dec 0.050 98.76
8 245 91.08 24 8.92 24-Dec 0.050 98.81
9 246 91.45 23 8.55 25-Dec 0.050 98.86
10 247 91.82 22 8.18 26-Dec 0.050 98.91
11 248 92.19 21 7.81 27-Dec 0.050 98.96
12 249 92.57 20 7.43 28-Dec 0.050 99.01
13 250 92.94 19 7.06 29-Dec 0.050 99.06
14 251 93.31 18 6.69 30-Dec 0.050 99.11
15 252 93.68 17 6.32 31-Dec 0.050 99.16
253 94.05 16 5.95 1-Jan 0.050 99.21
254 94.42 15 5.58 2-Jan 0.050 99.26
255 94.80 14 5.20 3-Jan 0.050 99.31
256 95.17 13 4.83 4-Jan 0.050 99.36
257 95.54 12 4.46 5-Jan 0.050 99.41
258 95.91 11 4.09 6-Jan 0.050 99.46
259 96.28 10 3.72 7-Jan 0.050 99.51
260 96.65 9 3.35 8-Jan 0.050 99.56
261 97.03 8 2.97 9-Jan 0.050 99.61
262 97.40 7 2.60 10-Jan 0.050 99.66
263 97.77 6 2.23 11-Jan 0.050 99.71
264 98.14 5 1.86 12-Jan 0.050 99.76
265 98.51 4 1.49 13-Jan 0.050 99.81
266 98.88 3 1.12 14-Jan 0.050 99.86
267 99.26 2 0.74 15-Jan 0.050 99.91
268 99.63 1 0.37 16-Jan 0.050 99.95
269 100.00 0 0.00 17-Jan 0.050 100.00
4.51
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Name of Project : Widening (4-6 Lanes) of Daang Maharlika (MN)(Brgy. Poblacion Montevista-Brgy
Compostela Valley, 1st LD K1414+500 - K1417+629
Location : Brgy. Poblacion Montevista-Brgy. Linoan, Compostela Valley
Date Effectivity :
Contract Duration : 245 Calendar Days
Expiry Date :
Contract Amount : Php 114,387,222.72
Contractor : MAVERICK BUILDERS INC.

No. of Days No. of Days Time Daily Total

Time Elapsed Date
Elapsed Remaining Remaining Accomp. Accomp.
1 0.41 244 99.59 0.000 0.00
2.00 0.82 243 99.18 0.000 0.00
3.00 1.22 242 98.78 0.000 0.00
4.00 1.63 241 98.37 0.000 0.00
5.00 2.04 240 97.96 0.000 0.00
6.00 2.45 239 97.55 0.000 0.00
7.00 2.86 238 97.14 0.000 0.00
8.00 3.27 237 96.73 0.000 0.00
9.00 3.67 236 96.33 0.000 0.00
10.00 4.08 235 95.92 0.000 0.00
11.00 4.49 234 95.51 0.000 0.00
12.00 4.90 233 95.10 0.000 0.00
13.00 5.31 232 94.69 0.000 0.00
14.00 5.71 231 94.29 0.000 0.00
15.00 6.12 230 93.88 0.000 0.00
16.00 6.53 229 93.47 0.000 0.00
17.00 6.94 228 93.06 0.000 0.00
18.00 7.35 227 92.65 0.000 0.00
19.00 7.76 226 92.24 0.000 0.00
20.00 8.16 225 91.84 0.000 0.00
21.00 8.57 224 91.43 0.000 0.00
22.00 8.98 223 91.02 0.000 0.00
23.00 9.39 222 90.61 0.000 0.00
24.00 9.80 221 90.20 0.000 0.00
25.00 10.20 220 89.80 0.000 0.00
26.00 10.61 219 89.39 0.000 0.00
27.00 11.02 218 88.98 0.000 0.00
28.00 11.43 217 88.57 0.000 0.00
29.00 11.84 216 88.16 0.000 0.00
30.00 12.24 215 87.76 0.000 0.00
31.00 12.65 214 87.35 0.000 0.00
32.00 13.06 213 86.94 0.000 0.00
33.00 13.47 212 86.53 0.000 0.00
34.00 13.88 211 86.12 0.000 0.00
35.00 14.29 210 85.71 0.000 0.00
36.00 14.69 209 85.31 0.000 0.00
37.00 15.10 208 84.90 0.000 0.00
38.00 15.51 207 84.49 0.000 0.00
39.00 15.92 206 84.08 0.000 0.00
40.00 16.33 205 83.67 0.000 0.00
41.00 16.73 204 83.27 0.000 0.00
42.00 17.14 203 82.86 0.000 0.00
43.00 17.55 202 82.45 0.000 0.00
44.00 17.96 201 82.04 0.000 0.00
45.00 18.37 200 81.63 0.000 0.00
46.00 18.78 199 81.22 0.000 0.00
47.00 19.18 198 80.82 0.000 0.00
48.00 19.59 197 80.41 0.000 0.00
49.00 20.00 196 80.00 0.000 0.00
50.00 20.41 195 79.59 0.000 0.00
 51.00 20.82 194 79.18 0.000 0.00
52.00 21.22 193 78.78 0.000 0.00
53.00 21.63 192 78.37 0.000 0.00
54.00 22.04 191 77.96 0.000 0.00
55.00 22.45 190 77.55 0.000 0.00
56.00 22.86 189 77.14 0.000 0.00
57.00 23.27 188 76.73 0.000 0.00
58.00 23.67 187 76.33 0.000 0.00
59.00 24.08 186 75.92 0.000 0.00
60.00 24.49 185 75.51 0.000 0.00
61.00 24.90 184 75.10 0.000 0.00
62.00 25.31 183 74.69 0.000 0.00
63.00 25.71 182 74.29 0.000 0.00
64.00 26.12 181 73.88 0.000 0.00
65.00 26.53 180 73.47 0.000 0.00
66.00 26.94 179 73.06 0.000 0.00
67.00 27.35 178 72.65 0.000 0.00
68.00 27.76 177 72.24 0.000 0.00
69.00 28.16 176 71.84 0.000 0.00
70.00 28.57 175 71.43 0.000 0.00
71.00 28.98 174 71.02 0.000 0.00
72.00 29.39 173 70.61 0.000 0.00
73.00 29.80 172 70.20 0.000 0.00
74.00 30.20 171 69.80 0.000 0.00
75.00 30.61 170 69.39 0.000 0.00
76.00 31.02 169 68.98 0.000 0.00
77.00 31.43 168 68.57 0.000 0.00
78.00 31.84 167 68.16 0.000 0.00
79.00 32.24 166 67.76 0.000 0.00
80.00 32.65 165 67.35 0.000 0.00
81.00 33.06 164 66.94 0.000 0.00
82.00 33.47 163 66.53 0.000 0.00
83.00 33.88 162 66.12 0.000 0.00
84.00 34.29 161 65.71 0.000 0.00
85.00 34.69 160 65.31 0.000 0.00
86.00 35.10 159 64.90 0.000 0.00
87.00 35.51 158 64.49 0.000 0.00
88.00 35.92 157 64.08 0.000 0.00
89.00 36.33 156 63.67 0.000 0.00
90.00 36.73 155 63.27 0.000 0.00
91.00 37.14 154 62.86 0.000 0.00
92.00 37.55 153 62.45 0.000 0.00
93.00 37.96 152 62.04 0.000 0.00
94.00 38.37 151 61.63 0.000 0.00
95.00 38.78 150 61.22 0.000 0.00
96.00 39.18 149 60.82 0.000 0.00
97.00 39.59 148 60.41 0.000 0.00
98.00 40.00 147 60.00 0.000 0.00
99.00 40.41 146 59.59 0.000 0.00
100.00 40.82 145 59.18 0.000 0.00
101.00 41.22 144 58.78 0.000 0.00
102.00 41.63 143 58.37 0.000 0.00
103.00 42.04 142 57.96 0.000 0.00
104.00 42.45 141 57.55 0.000 0.00
105.00 42.86 140 57.14 0.000 0.00
106.00 43.27 139 56.73 0.000 0.00
107.00 43.67 138 56.33 0.000 0.00
108.00 44.08 137 55.92 0.000 0.00
109.00 44.49 136 55.51 0.000 0.00
110.00 44.90 135 55.10 0.000 0.00
111.00 45.31 134 54.69 0.000 0.00
112.00 45.71 133 54.29 0.000 0.00
113.00 46.12 132 53.88 0.000 0.00
114.00 46.53 131 53.47 0.000 0.00
115.00 46.94 130 53.06 0.000 0.00
116.00 47.35 129 52.65 0.000 0.00
117.00 47.76 128 52.24 0.000 0.00
118.00 48.16 127 51.84 0.000 0.00
119.00 48.57 126 51.43 0.000 0.00
120.00 48.98 125 51.02 0.000 0.00
121.00 49.39 124 50.61 0.000 0.00
122.00 49.80 123 50.20 0.000 0.00
123.00 50.20 122 49.80 0.000 0.00
124.00 50.61 121 49.39 0.000 0.00
125.00 51.02 120 48.98 0.000 0.00
126.00 51.43 119 48.57 0.000 0.00
127.00 51.84 118 48.16 0.000 0.00
128.00 52.24 117 47.76 0.000 0.00
129.00 52.65 116 47.35 0.000 0.00
130.00 53.06 115 46.94 0.000 0.00
131.00 53.47 114 46.53 0.000 0.00
132.00 53.88 113 46.12 0.000 0.00
133.00 54.29 112 45.71 0.000 0.00
134.00 54.69 111 45.31 0.000 0.00
135.00 55.10 110 44.90 0.000 0.00
136.00 55.51 109 44.49 0.000 0.00
137.00 55.92 108 44.08 0.000 0.00
138.00 56.33 107 43.67 0.000 0.00
139.00 56.73 106 43.27 0.000 0.00
140.00 57.14 105 42.86 0.000 0.00
141.00 57.55 104 42.45 0.000 0.00
142.00 57.96 103 42.04 0.000 0.00
143.00 58.37 102 41.63 0.000 0.00
144.00 58.78 101 41.22 0.000 0.00
145.00 59.18 100 40.82 0.000 0.00
146.00 59.59 99 40.41 0.000 0.00
147.00 60.00 98 40.00 0.000 0.00
148.00 60.41 97 39.59 0.000 0.00
149.00 60.82 96 39.18 0.000 0.00
150.00 61.22 95 38.78 0.000 0.00
151.00 61.63 94 38.37 0.000 0.00
152.00 62.04 93 37.96 0.000 0.00
153.00 62.45 92 37.55 0.000 0.00
154.00 62.86 91 37.14 0.000 0.00
155.00 63.27 90 36.73 0.000 0.00
156.00 63.67 89 36.33 0.000 0.00
157.00 64.08 88 35.92 0.000 0.00
158.00 64.49 87 35.51 0.000 0.00
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160.00 65.31 85 34.69 0.000 0.00
161.00 65.71 84 34.29 0.000 0.00
162.00 66.12 83 33.88 0.000 0.00
163.00 66.53 82 33.47 0.000 0.00
164.00 66.94 81 33.06 0.000 0.00
165.00 67.35 80 32.65 0.000 0.00
166.00 67.76 79 32.24 0.000 0.00
167.00 68.16 78 31.84 0.000 0.00
168.00 68.57 77 31.43 0.000 0.00
169.00 68.98 76 31.02 0.000 0.00
170.00 69.39 75 30.61 0.000 0.00
171.00 69.80 74 30.20 0.000 0.00
172.00 70.20 73 29.80 0.000 0.00
173.00 70.61 72 29.39 0.000 0.00
174.00 71.02 71 28.98 0.000 0.00
175.00 71.43 70 28.57 0.000 0.00
176.00 71.84 69 28.16 0.000 0.00
177.00 72.24 68 27.76 0.000 0.00
178.00 72.65 67 27.35 0.000 0.00
179.00 73.06 66 26.94 0.000 0.00
180.00 73.47 65 26.53 0.000 0.00
181.00 73.88 64 26.12 0.000 0.00
182.00 74.29 63 25.71 0.000 0.00
183.00 74.69 62 25.31 0.000 0.00
184.00 75.10 61 24.90 0.000 0.00
185.00 75.51 60 24.49 0.000 0.00
186.00 75.92 59 24.08 0.000 0.00
187.00 76.33 58 23.67 0.000 0.00
188.00 76.73 57 23.27 0.000 0.00
189.00 77.14 56 22.86 0.000 0.00
190.00 77.55 55 22.45 0.000 0.00
191.00 77.96 54 22.04 0.000 0.00
192.00 78.37 53 21.63 0.000 0.00
193.00 78.78 52 21.22 0.000 0.00
194.00 79.18 51 20.82 0.000 0.00
195.00 79.59 50 20.41 0.000 0.00
196.00 80.00 49 20.00 0.000 0.00
197.00 80.41 48 19.59 0.000 0.00
198.00 80.82 47 19.18 0.000 0.00
199.00 81.22 46 18.78 0.000 0.00
200.00 81.63 45 18.37 0.000 0.00
201.00 82.04 44 17.96 0.000 0.00
202.00 82.45 43 17.55 0.000 0.00
203.00 82.86 42 17.14 0.000 0.00
204.00 83.27 41 16.73 0.000 0.00
205.00 83.67 40 16.33 0.000 0.00
206.00 84.08 39 15.92 0.000 0.00
207.00 84.49 38 15.51 0.000 0.00
208.00 84.90 37 15.10 0.000 0.00
209.00 85.31 36 14.69 0.000 0.00
210.00 85.71 35 14.29 0.000 0.00
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212.00 86.53 33 13.47 0.000 0.00
213.00 86.94 32 13.06 0.000 0.00
214.00 87.35 31 12.65 0.000 0.00
215.00 87.76 30 12.24 0.000 0.00
216.00 88.16 29 11.84 0.000 0.00
217.00 88.57 28 11.43 0.000 0.00
218.00 88.98 27 11.02 0.000 0.00
219.00 89.39 26 10.61 0.000 0.00
220.00 89.80 25 10.20 0.000 0.00
221.00 90.20 24 9.80 0.000 0.00
222.00 90.61 23 9.39 0.000 0.00
223.00 91.02 22 8.98 0.000 0.00
224.00 91.43 21 8.57 0.000 0.00
225.00 91.84 20 8.16 0.000 0.00
226.00 92.24 19 7.76 0.000 0.00
227.00 92.65 18 7.35 0.000 0.00
228.00 93.06 17 6.94 0.000 0.00
229.00 93.47 16 6.53 0.000 0.00
230.00 93.88 15 6.12 0.000 0.00
231.00 94.29 14 5.71 0.000 0.00
232.00 94.69 13 5.31 0.000 0.00
233.00 95.10 12 4.90 0.000 0.00
234.00 95.51 11 4.49 0.000 0.00
235.00 95.92 10 4.08 0.000 0.00
236.00 96.33 9 3.67 0.000 0.00
237.00 96.73 8 3.27 0.000 0.00
1 238.00 97.14 7 2.86 0.000 0.00
2 239.00 97.55 6 2.45 0.000 0.00
3 240.00 97.96 5 2.04 0.000 0.00
4 241.00 98.37 4 1.63 0.000 0.00
5 242.00 98.78 3 1.22 0.000 0.00
6 243.00 99.18 2 0.82 0.000 0.00
7 244.00 99.59 1 0.41 0.000 0.00
8 245.00 100.00 0 0.00 0.000 0.00
9 246.00
10 247.00
11 248.00
12 249.00
13 250.00
14 251.00
15 252.00
253.00
254.00
255.00
256.00
257.00
258.00
259.00
260.00
261.00
262.00
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264.00
265.00
266.00
267.00
268.00
269.00
270.00
271.00
272.00
273.00
274.00
275.00
276.00
277.00
278.00
279.00
280.00
281.00
282.00 1.00
283.00 2.00
284.00 3.00
285.00 4.00
286.00 5.00
287.00 6.00
288.00 7.00
289.00 8.00
290.00 9.00
291.00 10.00
292.00 11.00
293.00 12.00
294.00 13.00
295.00 14.00
296.00 15.00
297.00 16.00
298.00 17.00
299.00 18.00
300.00 19.00
301.00 20.00
302.00 21.00
303.00 22.00
304.00 23.00
305.00 24.00
306.00 25.00
307.00 26.00
308.00 27.00
309.00 28.00
310.00 29.00
311.00 30.00
312.00 31.00 0.02
313.00 32.00 0.02
314.00 33.00 0.01
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316.00 35.00 0.01
317.00 36.00 0.01
318.00 37.00 0.01
319.00 38.00 0.01
320.00 39.00 0.01
321.00 40.00 0.01
322.00 41.00 0.01
323.00 42.00 0.01
324.00 43.00 0.01
325.00 44.00 0.01
326.00 45.00 0.01
327.00 46.00 0.01
328.00 47.00 0.01
329.00 48.00 0.01
330.00 49.00 0.01
331.00 50.00 0.01
332.00 51.00 0.01
333.00 52.00 0.01
334.00 53.00 0.01
335.00 54.00 0.01
336.00 55.00 0.01
337.00 56.00 0.01
338.00 57.00 0.01
339.00 58.00 0.01
340.00 59.00 0.01
341.00 60.00 0.01
342.00 0.01
343.00 0.01
344.00 0.01
345.00 0.01
346.00 0.01
347.00 0.01
348.00 0.01
349.00 0.01
350.00 0.01
351.00 0.01
352.00 0.01
353.00 0.01
354.00 0.01
355.00 0.01
356.00 0.01
357.00 0.01
358.00 0.01
359.00 0.01
360.00 0.01
361.00 0.01
362.00 0.01
363.00 0.01
364.00 0.01
365.00 0.01
366.00 0.01
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368.00 0.01
369.00 0.01
370.00 0.01
371.00 0.01
372.00 0.01
373.00 0.01
374.00 0.01
375.00 0.01
376.00 0.01
377.00 0.01
378.00 0.01
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380.00 0.01
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384.00 0.01
385.00 0.01
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392.00 0.01
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395.00 0.01
396.00 0.01
397.00 0.01
398.00 0.01
399.00 0.01
400.00 0.01
401.00 0.01
402.00 0.01
Brgy. Poblacion Montevista-Brgy. Linoan Section),

6.4
0.00

1
2
3
4
5
6
7
8
9
0.00 10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
 27
28
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0.430 12
0.440 13
0.450 14
0.460 15
0.470 16
0.480 17
0.490 18
0.500 19
0.510 20
0.520 21
0.530 22
0.540 23
0.550 24
0.560 25
0.570 26
0.580 27
0.590 28
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0.610 30
0.620 31
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0.640 33
0.650 34
0.660 35
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0.680 37
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0.710 40
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0.900 59
0.910 60