Republic of the Philippines
Region VI
Province of Guimaras
Municipality of Nueva Valencia
KC-NCDDP
QUANTITY TAKE-OFF:
Project Name : Improving Access to Basic Social Services Through Community Managed Improvement of 330 l.m. Road at Sitio
Pandan
Project LocationBrgy. San Antonio
Item Description
Item #
Length
Width 1
Width 2
Thickness/
Area (m2) Volume (m3)
Depth
Stationing/Location
Member
Clearing and Grubbing
Section 1
100
Station
0 + 2 3 0 to
0 + 3 3 0 both sides
100.00
1.00
0 + 3 3 0 right side
100.00
0.50
0.35
17.50
0 + 3 3 0 left side
86.00
0.50
0.20
8.60
5.00
0.75
1.00
3.75
29.85
0.75
diameter
5.00
0.75
1.00
3.75
100.00
100.00
Total
Structural Excavation
Open line Canal
Station
0 + 2 3 0 to
Riprap
103
Station
0 + 2 4 4 to
RCPC (0.6 m dia)
Station
0 + 0 7 5
Total
Backfill ( Part of work item # 103)
RCPC
0 + 0 7 5
part of Station
103 Less (Pipe Volume)
Station
0 + 0 7 5
Total
Sub-Grade Preparation
105 Station
0 + 0 0 0 to
Total
Aggregate Base Course
Station
0 + 0 0 0 to
Republic of the Philippines
Region VI
Province of Guimaras
Municipality of Nueva Valencia
Brgy. San Antonio
Phase/Cycle: KC-NCDDP/1
OFFICE OF THE BARANGAY SUB-PROJECT MANAGEMENT COMMITTEE (BSPMC)
PROGRAM OF WORKS
Sub-Project Title
Category
Physical Target
Total Sub-Project Cost
Project Description:
Improvement of 0.330 kms. Farm to Market
Road and 495 m2 PCCP including Stone
Masonry and Open Line Canal
Item
No.
Improving Access to Basic Social Services Through Community
Managed Improvement of 330 l.m. Road at Sitio Pandan
Social Access Infrastructure
0.330 km
###
Implementation Mode
Project Duration
Equipment Needed
Contract & CFA
60 CD
Road Grader, Road Roller, Water Truck, Concrete Mixer
Concrete Vibrator
Engineer
Foreman
Technical Personnel
Scope of Work
% Wt. Quantity
Unit
Unit Price
Total Amount
100
CLEARING AND GRUBBING
1.61%
100.00
m2
164.00
16,400.00
103
STRUCTURAL EXCAVATION
0.59%
29.85
m3
201.01
6,000.00
105
SUBGRADE PREPARATION
2.90%
1,320.00
m2
22.35
201
AGGREGATE BASE COURSE
34.54%
222.75
m3
1,575.53
350,950.00
41.82%
495.00
m2
858.49
424,953.00
311
PORTLAND CEMENT CONCRETE PAVEMENT (150 mm
PCCP)
29,500.00
500
REINFORCED CONCRETE PIPE CULVERT
1.30%
5.00
l.m.
2,648.79
13,243.96
505
STONE MASONRY
3.48%
9.90
cu.m.
3,573.23
35,375.00
704
OPEN LINE CANAL
10.21%
100.00
l.m.
1,036.99
103,699.38
SPL-1 DEMOLITION
0.30%
1.00
lot
3,000.00
3,000.00
SPL-2 ROAD MONUMENT/ PROJECT MARKER
1.04%
1.00
lot
10,606.50
10,606.50
SPL-3 TECHNICAL SUPERVISION
2.20%
1.00
lot
22,350.00
22,350.00
Total Direct Cost
A.
Breakdown of Estimated
Project Cost
Direct Cost
Technical Supervision
###
100.00%
KALAHI-
Community
CIDSS Grant Cash
MLGU
In kind
Cash
BLGU
In kin Cash
In kind
Total Cost
22,350.00
22,350.00
798,552.84
798,552.84
Skilled
35,550.00
35,550.00
Unskilled
43,375.00
43,375.00
116,250.00
116,250.00
Materials
Labor
Equipment
Sub-Total A
B.
Preparatory Activities (Indirect Cost)
###
-
-
-
-
-
1,016,077.84
Breakdown of Estimated
Project Cost
Direct Cost
A.
KALAHI-
Community
CIDSS Grant Cash
B.1
Survey Works
B.2
Engineer's Supervision
B.3
Hand Tools and Personal Protective Equipment (PPE)
MLGU
In kind
Cash
BLGU
In kin Cash
In kind
###
Total Cost
5,000.00
B.3.1 Hand Tools
4,190.00
4,190.00
B.3.2 Personal Protective Equipment (PPE
4,260.00
4,260.00
B.4
Testing of Materials
5,700.00
5,700.00
B.5
Filing Cabinet(steel cabinet)
6,500.00
6,500.00
B.6
Administative Cost
1,126.00
1,126.00
B.6.1 Certificate of Non-coverage
B.6.2 Drafting and encoding
B.6.3 Reproduction
0.00
0.00
975.00
975.00
B.6.4 Office Supplies
5,407.00
5,407.00
B.6.5 Transportation
20,872.00
20,872.00
1,667.00
1,667.00
500.00
500.00
B.6.6 Meals
B.6.7 Reproduction
B.6.8 Publication Cost (local bidding for works)
B.7
Over head Cost
B.7.1 Bookkeeper
B.7.2 Assistant Bookkeeper
B.7.3 Bodegero/ Time Keeper
B.8
Treasurer's Bond
B.9
Billboard Installation
C.
Contingency
Total Indirect Cost (B+C)
TOTAL AMOUNT
% Cost Sharing
12,750.00
12,750.00
4,710.00
4,710.00
658.16
69,315.16
###
99.54%
658.16
0.00
0.00%
0.00
-
0.00%
0.00
0.00%
###
0.00
###
-
0.46% 0.00%
GRAND TOTAL
O & M Cost
Prepared by:
0.00
74,315.16
1,090,393.00
0.00%
100.00%
PHP 1,090,393.00
Reviewed by:
0.00
Technical Facilitator
Approved by:
ENGR. JOSEPHINE G. SERVANDO
Municipal Engineer
Conformed by:
BELLA G. CASTILLA
BSPMC Chairperson
SEGUNDO G. DELUMPA
Punong Barangay
Noted:
ENGR. AMOR P. AMARAN
Regional Community Infrastructure Specialist
HON. EMMANUEL C. GALILA
Municipal Mayor
KALAHI-CIDSS NATIONAL COMMUNITY DRIVEN DEVELOPMENT PROJECT
COMMUNITY PROCUREMENT PLAN (CPP)
Project Name :
Improving Access to Basic Social Services Through Community Managed Improvement of 330
l.m. Road at Sitio Pandan
Package No. 1
CLEARING AND GRUBBING
DEMOLITION
STRUCTURAL EXCAVATION
SUBGRADE PREPARATION
AGGREGATE BASE COURSE
PORTLAND CEMENT CONCRETE PAVEMENT (150 mm PCCP)
REINFORCED CONCRETE PIPE CULVERT
OPEN LINE CANAL
STONE MASONRY
ROAD MONUMENT/ PROJECT MARKER
TECHNICAL SUPERVISION
Testing of Materials
Community Sub-project Billboard
Bodegero/ Time Keeper
Sub Total
Package 2
Filing Cabinet(steel cabinet)
90% will be
paid on the 1st
tranche and
remaining will
be paid on the
last tranche.
6,500.00 Small Value (Off
the Shelf)
6,500.00
1st tranche
1st tranche
Package 3
TOTAL
1,380.00
300.00 Small Value (Off
the Shelf)
350.00
1st tranche
1,054,187.84
Prepared by:
Reviewed by:
ARMANDO GALLEGO
Procurement Team
0.00
Technical Facilitator
Approved by:
BELLA G. CASTILLA
BSPMC Chairperson
ENGR. JOSEPHINE G. SERVANDO
Municipal Engineer
Republic of the Philippines
Region VI
Province of Guimaras
Municipality of Nueva Valencia
Phase/Cycle: KC-NCDDP/1
DETAILED ESTIMATES
Improving Access to Basic Social Services Through Community Managed
Improvement of 330 l.m. Road at Sitio Pandan
Project Location :
Brgy. San Antonio
Project Direct Cost (PhP): 1,016,077.84
Physical Target:
0.330 km.
Project Unit Cost:
1,391,887.45
per Km.
Source of Fund :
KALAHI - CIDSS : NCDDP (WB, DSWD, Brgy. Community, LGU)
Project Duration:
60 CD
Project Name :
Item
No.
100
Item Description
# of Days Quantity
Unit
Unit Cost Total Cost
CLEARING AND GRUBBING
Area: 100.00 m2
Unit Cost: 164.00
A. EQUIPMENT
Prime Mover (Mobilization)
Road Grader
Productivity Rate: 950.00 m2/hr
1.00
1.00
unit
15,000.00
15,000.00
0.10
1.00
unit
14,000.00
1,400.00
Efficiency:
100.00 %
Equipment Output 950.00 m2/hr
Duration:
0.11 hr
0.01 day
Total
16,400.00
SPL1 DEMOLITION
Existing RCPC @ Sta. 00+075
103
1.00
lot
3,000.00
6.00
4.00
24.00
person
3,000.00
3,000.00
STRUCTURAL EXCAVATION
Volume:
29.85 m3
Vol. backfill:
1.54 m3
Unit Cost: 201.01 per cu.m
A. LABOR
Productivity Rate (exc 1.30 m3/m-d
Efficiency:
100.00 %
1.30 m3/m-d
22.96 m-d
Labor Output:
Duration:
Prod. Rate (b/fill):
Efficiency:
Labor Output:
Duration:
Total Duration:
say
Total
300mm x 400mm Open lined canal
Length: 100.00 l.m.
Concreting
6.00 cu.m.
Unit Cost:
### per l.m.
A. MATERIALS
4"CHB
Portland Cement
Washed Sand
screened gravel
10mm dia RSB
12mm dia RSB
1/4"x4"x8' Ord Plywood
2 x 2 x 10Good Lumber
1 1/2 CW Nails
2 1/2 CW Nails
#16 Tie wire
B. LABOR
CHB Laying
Productivity Rate:
Duration:
steelworks
Productivity Rate:
Duration:
Formworks (Reuse
Productivity Rate:
Duration:
concreting
Productivity Rate:
Duration:
Total
say
Masons
Steelman
Laborers
3.50 m2/m-d
22.86 m-d
53.00 kg/m-d
11.52 m-d
of forms of PCCP)
2.60 m2/M-D
1.57 m-d
0.50 m³/m-d
12.00 m-d
47.95 m-d
48.00 days
5.00
4.00
5.00
Total
Part of Stone Masonry
505
Volume
9.90 cu.m.
Unit Cost:
### per l.m.
A. MATERIALS
Boulders
Portland Cement
Washed Sand
2" PVC Pipe (Orange)
B. LABOR
Stone Masonry
Productivity Rate:
Duration:
say
Masons
Laborers
Physical
Target
Planned
Actual
Planned
Actual
Planned
Actual
Planned
Actual
Planned
Actual
Planned
Actual
Planned
Actual
Planned
Actual
Planned
Actual
Planned
Actual
Planned
Actual
Province of Guimaras
Region VI
Province of Guimaras
Municipality of Nueva Valencia
AY SUB-PROJECT WORK SCHEDULE & PHYSICAL PROGRESS REPORT
Total Sub-Project Cost:
PHP 1,090,393.00
Direct Cost:
PHP 1,016,077.84
Indirect Cost:
PHP 74,315.16
Contingency:
PHP 658.16
LABOR
GENERATED
SKILLED
Date Started:
Target Completion Date:
Mode of Implementation: Infrastructure (CFA/LS)
ENGR. AMOR P. AMARAN
Regional Community Infrastructure Specialist
Republic of the Philippines
Region VI
Province of Guimaras
Municipality of Nueva Valencia
Brgy. San Antonio
Municipal Engineering Office
Phase/Cycle: KC-NCDDP/1
Indirect Cost Breakdown
Sub-Project Title: Improving Access to Basic Social Services Through Community Managed Improvement of 330 l.m.
Road at Sitio Pandan
Project Location : Brgy. San Antonio
Physical Target: 0.33 Km
Item #
Items
B.1
Survey Works
B.2
Qty
Engineer's Supervision
maximum of 3% of the direct cost but not to exceed to Php.
50,000.00
Direct Cost:
1,016,077.84
Municipal Engineer's Salary per month
18,882.00
per day
858.27
Number of visit/brgy/month in days
2.00
Monetized compensation (per month)
1,716.55
1.00
Unit
Unit Cost
Cost
lot
sub total
5,000.00
0.00
5,000.00
sub-total
5,000.00
Duration (month)
Cost:
Percentage:
B.3
B.3.1
B.3.2
5,000.00
0.49% - less than 3% (ok)
Hand Tools and Personal Protective Equipment (PPE)
Hand Tools must not to exceed Php. 10,000.00
Hand Tools
a. Construction Spade
b. Construction Pail (plastic)
c. Drum (200L Cap.)
d. Tagad
e. Hacksaw Blade
3.00
6.00
2.00
1.00
5.00
pc
pc
pc
pc
pc
460.00
60.00
900.00
300.00
70.00
sub-total
1,380.00
360.00
1,800.00
300.00
350.00
4,190.00
Personal Protective Equipment (PPE)
a. Rubber boots
b. Hand gloves
c. Dust Mask
8.00
11.00
11.00
pairs
pairs
pack
450.00
30.00
30.00
sub-total
3,600.00
330.00
330.00
4,260.00
Item #
B.4
Items
Qty
Unit
Unit Cost
2.00
2.00
hole
hole
1,200.00
1,200.00
3.00
sample
300.00
sub-total
900.00
5,700.00
Filing Cabinet(steel cabinet)
A. Materials
1.00
lot
6,500.00
sub-total
6,500.00
6,500.00
B.6
B.6.1
Administative Cost
Certificate of Non-coverage
1.00
lot
1,126.00
Sub-total
1,126.00
1,126.00
B.6.2
Drafting and encoding
Direct Cost:
Cost:
Given Percentage:
Testing of materials must not to exceed Php. 10,000.00
A. Field Density Test (FDT)
Subgrade
Aggregate Base Course
B. Flexural Strength
Beam Sample (6"x6"x21")
B.5
B.6.4
Reproduction
a. CAD Plotting
b. Blueprinting
c. Photocopying
Percentage:
Office Supplies
1 Bond Paper long (Ordinary)
2 bond Paper Short (Ordinary)
3 Carbon Paper
4 # 2 Pencil
5 Ballpen
6 DTR forms
7 12 digit , 2 way power Calculator
8 Long Folder
9 short folder
10 Long Envelope (Expanded)
11 Short Envelope (Expanded)
12 Long Envelope
13 Short Envelope
14 Log Book (500 Pages)
15 20 col Columnar Book
16 #35 Stapler
17 #35 Staple Wire
18 sharpener
19 Paper Clips
20 Puncher (Big)
21 Cutter (Big)
22 Cash Deposit Box
23 Rubber Stamp( Paid)
24 Rubber Stamp (Dater)
25 Rubber Stamp (Received)
26 130g Glue
27 Paper Fastener
28 Pentel Pen (Black)
29 Refill Ink ( Black)
Reproduction
a. Photocopy of RFR and procurement docs
1.00
lot
500.00
sub-total
500.00
500.00
Transportation
Publication Cost (local bidding for works)
a. Reg'l newspaper payment
sub-total
B.7
B.7.1
B.7.2
B.7.3
B.8
Over head Cost
Bookkeeper
Assistant Bookkeeper
Bodegero/ Time Keeper
51.00
Treasurer's Bond
Bondable Amount
days
250.00
sub-total
0.00
12,750.00
12,750.00
Treasurer's Bond
sub-total
B.9
C.
Billboard Installation
A. Materials
0.40mm x 1.2 x 2.4 GI Sheet
50mm Schedule 40 GI Pipe
3mm x 25mm Angle Bar
Welding Rod
1/8 x 1/2 Blind rivets
Portland Cement
Metal Primer
Quick dry enamel (white)
Quick dry enamel (black)
Tinting color(blue)
Tinting color(yellow)
Tinting color(red)
1" Paint Brush
2" paint brush
B. Labor
Painter
Carpenter
Laborer
Contingency
maximum of 5% of the Direct Cost
Direct Cost
1,016,077.84
Total Contingency Cost
658.16
T O TAL S U B - PR O J E C T I N D I R E C T C O S T
NOTE TO ENGINEERS: SOME ITEMS MAY BE ADDED AND MAY BE MORE DETAILED IF APPLICABLE
Republic of the Philippines
Region VI
Province of Guimaras
Municipality of Nueva Valencia
MUNICIPAL ENGINEERING OFFICE
Phase/Cycle: KC-NCDDP/1
PRODUCTIVITY OUTPUTS
LABOR
COMMON WORK ACTIVITIES
NO.
I
1
2
3
4
5
ACTIVITIES
OUTPUT
UNIT
RATE
EARTHWORKS
Structural Excavation by
hand
Pipeline Excavation by
hand
Excavation by machine
Back Filling by hand (w/
compaction)
Back Filling by machine
1.30
m3/M-D
2.40
m3/M-D
11.00
m3/M-D
3.00
m3/M-D
11.00
m3/M-D
II
CLEARING AND
GRUBBING
1
Light Bush
200.00
m2/M-D
2
Medium Dense
100.00
m2/M-D
3
Dense
50.00
m2/M-D
2.60
m2/M-D
III
1
CARPENTRY
Formwork
1.a
Fabrication
4.00
m2/M-D
1.b
Installation
8.00
m2/M-D
53.00
kg/M-D
IV
1
STEEL WORKS
Reinforcing Bar
1.a
Fabrication
114.00
kg/M-D
1.b
Installation
100.00
kg/M-D
V
CONCRETE WORKS
1
Cement Concrete
0.50
m3/M-D
2
4" CHB
3.50
m2/M-D
3
6" CHB
3.20
m2/M-D
4
Bricks Installation
1.23
m2/M-D
5
Stone Masonry
0.35
m3/M-D
6
Grouted Riprap
0.42
m3/M-D
7
RCPC INSTALLATION
0.60 m Diameter
1.00
unit/M-D
Concrete Lining
0.31
m3/M-D
8
Certified Correct:
ENGR. JOSEPHINE G. SERVANDO
Municipal Engineer
Republic of the Philippines
Region VI
Province of Guimaras
Municipality of Nueva Valencia
MUNICIPAL ENGINEERING OFFICE
Phase/Cycle: KC-NCDDP/1
UNIT COST OF MATERIALS
Item No.
Item Description
Quantity
Unit
Unit cost
104
Embankment
1
cu.m.
550.00
200
Aggregate Sub base coarse
1
cu.m.
1,450.00
201
Aggregate base coarse
1
cu.m.
1,450.00
White Rocks
1
cu.m.
700.00
Portland Cement
1
bag
260.00
Screened Gravel
1
m3
1,750.00
Washed Sand
1
m3
1,000.00
Boulders (head size)
1
m3
1,450.00
10mm dia. Deformed Rebar
1
unit
144.00
12mm dia. Deformed Rebar
1
unit
208.00
12mm dia. Plain Rebar
2
unit
330.00
16mm dia. Deformed Rebar
1
unit
370.00
16mm dia. Plain bar
1
unit
602.00
3/16" x 2" x 2" flat bar
1
unit
375.00
0.45m dia. X 1.0m RC pipe(inside diameter)
1
unit
1,500.00
0.60m dia. X 1.0m RC pipe(inside diameter)
1
unit
2,250.00
0.90m dia. X 1.0m RC pipe(inside diameter)
1
unit
3,150.00
#16 G.I Wire
1
kgs
70.00
Hacksaw Blade
1
pcs
70.00
1/4"x4"x8' Ord Plywood
1
sht
450.00
2 x 2 x 10Good Lumber
1
units
117.00
2 x 2 x 12 Good Lumber
1
units
140.00
2 x 6 x 12 Good Lumber
1
units
420.00
3 x 6" x 10 Good Lumber
1
units
525.00
4" CW Nails
1
kgs
65.00
1 1/2 CW Nails
1
kgs
65.00
2 1/2 CW Nails
1
kgs
65.00
12" x 12" Stainless Steel Name Plate
1
pcs
3,600.00
Semi-Gloss Latex Paint
1
gal
715.00
4" CHB
1
Prepared by:
ENGR. JOSEPHINE G. SERVANDO
Municipal Engineer
pcs
13.00
Republic of the Philippines
Region VI
Province of Guimaras
Municipality of Nueva Valencia
MUNICIPAL ENGINEERING OFFICE
Phase/Cycle: KC-NCDDP/1
EQUIPMENT RENTAL
(as per Productivity Output)
Item No.
CONCRETE MIXER ( one bagger )
Concrete mix ( 0.625 m3/hr )
(up to 0.80 m3/hr for PCCP works)
Concrete Vibrator
1 unit
per day
1 unit
per day
I
VIII
Item Description
Certified Correct:
ENGR. JOSEPHINE G. SERVANDO
Municipal Engineer
Unit cost
15,000.00
14,000.00
14,000.00
14,500.00
8,000.00
13,500.00
1,100.00
500.00
Republic of the Philippines
Region VI
Province of Guimaras
Municipality of Nueva Valencia
MUNICIPAL ENGINEERING OFFICE
Phase/Cycle: KC-NCDDP/1
LABOR RATES
Item No.
Item Description
Quantity
Unit
Unit cost
I
Engineer supervision
1
per day
500.00
II
Foreman
1
per day
350.00
III
Skilled
1
per day
300.00
III.a
a. Mason
III.b
b.Carpenter
III.c
c.Steelman
III.d
d. Welder
III.e
e. Electrician
III.f
f. One bagger operator
III.g
g. Leadman
IV
Unskilled
1
per day
250.00
V
Bodegero
1
per day
250.00
( also Incharge of materials' record)
Certified Correct:
ENGR. JOSEPHINE G. SERVANDO
Municipal Engineer
Republic of the Philippines
Region VI
Province of Guimaras
Municipality of Nueva Valencia
MUNICIPAL ENGINEERING OFFICE
Phase/Cycle: KC-NCDDP/1
PRODUCTIVITY OUTPUTS
EQUIPMENT AND MACHINERIES
EQUIPMENT
ACTIVITY
OUTPUT
RATE
UNIT
A. DOZER
a. Clearing
500
m2 /hr
Efficiency:
b. Stripping
200
m2 /hr
Machine: 75%
c. Excavation
25
m3/hr
Operator: 80%
d. Quarry (Stockpiling)
50
m3/hr
e. Pushing
3
m3/hr
B. GRADER
a. Sub-Grading
300
m2 /hr
Caterpillar and the like
b. Spreading (35-50 m3/hr)
42.5
m3/hr
c. Clearing
950
m2 /hr
C.PAYLOADER
a. Loading (30-40 m3/hr)
35
m3/hr
D. CRANE SHOVEL
a. Loading
35
m2 /hr
E. SHIFT ROLLER
a. Static Rolling (12 passes) 15 cm.lift
45
m3/hr
b. Vibratory Rolling (4 passes) 15 cm.lift
135
m3/hr
F. 3-ROLLER
a. Static Rolling (6 passes) 20 cm. Lift (15-20 m 3/hr)17.5
m3/hr
G. TRACTOR-RAN
a. Vibratory Rolling (6 passes) 20 cm.lift
21
m3/hr
H. TANDEM ROLLER
a. Static Rolling (6 passes) 20 cm.lift
20
m3/hr
b. Vibratory Tolling (6 passes) 20 cm.lift
72
m3/hr
I. 5-T DUMPTRUCK
a. Hauling Common Borrow
3.5
m3/trip
b. Hauling Selected Barrow/Base Coarse
3
m3/trip
c. Hauling Concrete Batch Class “A” of Aggregates (Gravel
Pit)
3
m3/trip
J. BUGGLES
a. Hauling Concrete Mix
6
ft3/trip
K. WHEEL BARROW
a. Hauling of Aggregates
2.5
ft3/trip
b. Hauling of Concrete Mix
1.75
ft3/trip
a. Watering
1000
m2/trip
(1500 gals. Cap.)
a. Spraying Asphalt Prime Coat
300
m2/trip
N. BACKHOE (UH04)
a. Excavation (Normal condition)
20
m3/hr
b. Excavation (Hard Soil/Rocky)
15
m3/hr
0.56
m3/m-d
L. WATER TRUCK
(1500 gals. Cap.)
M. ASPHALT
O. CONCRETE MIXER a. Mixing (for building)
(one bagger)
b. Mixing (for PCCP)
Certified Correct:
ENGR. JOSEPHINE G. SERVANDO
Municipal Engineer
Department Of Social Welfare And Development
KALAHI-CIDSS: NCDDP PROJECT
BARANGAY MAINTENANCE PLAN
Name of Sub- Project: Improving Access to Basic Social Services Through Community Managed Improvement of 330 l.m. Road at Sitio Pandan
Physical Target:
0.33 Km
Barangay:
San Antonio
Municipality/Province: Nueva Valencia, Guimaras
Work Item Description
Physical
Scope
Activities to
be
Frequency
Undertaken
Resources Needed
No.
Labor
Days
Type
Unit Cost
Cost
Qty
Materials
Unit
Unit Price
Cost
Total Cost
Responsible Expected
Person Output
II. BARANGAY OPERATION PLAN
A. Operation
1. Barangay Ordinance 1 l.s.
Monitoring
Prepared by:
Reviewed by:
JOSE DINIHAY
Operation and Maintenance Group
Date:_________________
Daily
SEGUNDO G. DELUMPA
Barangay Chairman
Date:_________________
Monitoring/
BLGU, O and Feedbacking
M members, every Brgy.
BDC
Council
session
2
Recommending Approval:
Noted:
ENGR. JOSEPHINE G. SERVANDO
Municipal Engineer
Date:__________________
HON. EMMANUEL C. GALILA
Municipal Mayor
Date:________________
Remarks
Department Of Social Welfare And Development
KALAHI-CIDSS: NCDDP PROJECT
BARANGAY MAINTENANCE PLAN
Name of Sub- Project:
Improving Access to Basic Social Services Through Community Managed Improvement of 330 l.m. Road at Sitio Pandan
Physical Target:
0.33 Km
Barangay:
San Antonio
Municipality/Province: Nueva Valencia, Guimaras
Resources Needed
Work Item Description
Physical Scope
Activities to be
Undertaken
Labor/Equipment
Frequency
Total Cost
No.
1. Shouldering
0.230km.
2. Concrete pavement
0.230km.
Clearing of vegetation
Backfill
Repair of Cracks
Materials/Tools
yearly
Type
2 Laborer
2 Laborer
2 Mason
Days Unit Cost
1.00
250.00
1.00
250.00
1.00
300.00
Cost
Type
500.00
500.00 sand
600.00 P. Cement
every 5
years
sand
gravel
Qty
Unit
Unit Price
9.00 Cu.m.
9.00 bags
1,000.00
260.00
0.50 Cu.m.
1.00 Cu.m.
1,000.00
1,750.00
JOSE DINIHAY
Operation and Maintenance Group
Date:_________________
Reviewed by:
SEGUNDO G. DELUMPA
Barangay Chairman
Date:_________________
Recommending Approval:
ENGR. JOSEPHINE G. SERVANDO
Municipal Engineer
Date:__________________
Republic of the Philippines
Region VI
Province of Guimaras
Municipality of Nueva Valencia
Brgy. San Antonio
Phase/Cycle: KC-NCDDP/1
QUALITY CONTROL PLAN
Recommended Minimum Quality Test Required during the Implementation
WORK ITEM/MATERIALS
MIN. LAB TEST REQUIRED
Item 105 (Subgrade Preparation)
Item 201(Agg. Base Course)
Flexural Strength
Prepared By:
Technical Facilitator
FIELD TEST
Field Desity Test(FDT)
should meet the minimum
compaction of 95%.
Grading - 1 (The fraction passing the 0.075mm (No.
200) sieve shall not be greater than 0.66 (two thirds)
of the fraction passing the 0.425mm (no. 40)
Field Desity Test(FDT)
sieve.Plasticity index - 1 (the fraction passing No. 40 should meet the minimum
sieve shall not more than 12)
compaction of 100%.
3.8 MPa or 550 PSI flexural strength (if tested by
third-point method) Tested at 14 days; 4.5 MPa or
650 PSI flexural strength (if tested by mid-point
method) Tested at 14 days.
Note: 1 set of sample per 330 m2 of pavement as
long as it is within the KC cost parameter for Quality
Control