San Antonio

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Content

Project Location:

PROFILE LEVELLING
Station
0
5
10
15
20
25
30
40
50
70
90
110
130
150
155
160
165
170
180
190
210
230
250
270
290
310
330
350
370
390
410
430
442.5

BS
1.870

0.375
2.880

2.760

2.875

2.940
2.850

1.535

1.340

2.220

HI
11.870
11.870
11.870
11.870
11.870
11.870
9.725
9.725
10.505
10.505
10.505
12.625
12.625
12.625
15.325
15.325
15.325
17.550
17.550
19.425
19.425
19.425
19.425
20.830
20.830
20.830
20.830
20.920
20.920
20.920
22.735
22.735
22.735
22.735

FS

2.520
2.100

0.640

0.175

0.715
0.975

0.130

1.250

0.405

IFS Elevation
10.000
1.475
10.395
0.790
11.080
0.857
11.013
1.330
10.540
1.910
9.960
9.350
1.495
8.230
7.625
1.130
9.375
0.990
9.515
9.865
2.590
10.035
0.793
11.832
12.450
2.053
13.272
1.355
13.970
14.610
1.840
15.710
16.575
1.665
17.760
0.825
18.600
0.450
18.975
19.295
1.260
19.570
1.165
19.665
1.315
19.515
19.580
1.505
19.415
1.195
19.725
20.515
1.578
21.157
0.831
21.904
0.690

22.045

Existing Concrete
0.060

342.5
362.5
382.5

10.060
10.060
10.060
10.060

0.125
0.830
1.985

10.000
9.935
9.230
8.075

392.5
402.5
407.5
412.5
417.5
437.5
457.5
477.5
497.5
502.5
507.5
512.5
517.5
522.5
527.5
532.5
537.5
542.5
547.5
552.5
557.5
562.5
567.5
572.5
577.5
587.5
597.5
607.5
617.5
627.5
637.5
647.5
657.5
667.5
677.5
687.5
697.5
717.5
737.5
757.5
777.5
797.5
817.5
837.5
857.5

0.340
0.203

1.535
2.475
2.415

2.990

2.800

2.915

2.395
2.690

2.070

2.830

1.955

2.310

7.580
7.580
5.115
5.115
5.115
3.935
3.935
5.680
7.420
7.420
7.420
10.135
10.135
10.135
12.640
12.640
12.640
12.640
12.640
15.305
15.305
15.305
15.305
15.305
15.305
17.665
17.665
19.780
19.780
19.780
19.780
21.710
21.710
21.710
21.710
21.710
24.090
24.090
24.090
25.755
25.755
25.755
27.583
27.583
27.583

2.820
1.973
2.668
0.860
1.525
2.715
1.480
0.730
0.675
1.665
1.067
0.275
2.015
1.108
0.295
2.275
1.805
1.335
0.730
0.250
2.353
1.862
1.408
1.075
0.808
0.035
1.495
0.575
1.955
1.423
0.716
0.140
1.778
1.605
1.640
1.075
0.450
1.508
0.740
0.290
1.650
1.279
0.482
1.445
0.812

7.240
5.607
4.912
4.255
3.590
2.400
2.455
3.205
5.005
5.755
6.353
7.145
8.120
9.027
9.840
10.365
10.835
11.305
11.910
12.390
12.952
13.443
13.897
14.230
14.497
15.270
16.170
17.090
17.825
18.357
19.064
19.640
19.932
20.105
20.070
20.635
21.260
22.582
23.350
23.800
24.105
24.476
25.273
26.138
26.771

Remarks

TP1
TP2

TP3

TP4

TP5
TP6

TP7

Chapel
TP8

TP9

Start of existing concrete
BM-2 (Top of Cocrete @ start of existing cocrete)
ing Concrete

% Slope
8%
14%
-1%
-9%
-12%
-12%
-11%
-6%
9%
1%
2%
1%
9%
12%
16%
14%
13%
11%
9%
6%
4%
2%
2%
1%
0%
-1%
0%
-1%
2%
4%
3%
6%

0%
-4%
-6%

130 for ACAd
0.395
0.685
(0.067)
(0.473)
(0.580)
(0.610)
(1.120)
(0.605)
1.750
0.140
0.350
0.170
100 1.797
0.618
0.822
0.698
0.640
1.100
0.865
1.185
0.840
100 0.375
0.320
0.275
0.095
(0.150)
0.065
(0.165)
0.310
0.790
0.642
0.747
0.141

-8%
-16%
-14%
-13%
-13%
-6%
0%
4%
9%
15%
12%
16%
20%
18%
16%
11%
9%
9%
12%
10%
11%
10%
9%
7%
5%
8%
9%
9%
7%
5%
7%
6%
3%
2%
0%
6%
6%
7%
4%
2%
2%
2%
4%
4%
3%

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

5.00
length

-

2.21
1.54

0 + 3 3 0

330.00

4.00

0 + 3 3 0

330.00

4.00

0.15

1,320.00

198.00

1,320.00
1,320.00

201 PCCP Shoulder

0 + 0 0 0 to

0 + 0 7 0

70.00

1.00

0.15

70.00

10.50

PCCP Shoulder

0 + 1 3 5 to
Total

0 + 2 3 0

95.00

1.00

0.15

95.00
1,485.00

14.25
222.75

to 0 0 + 0 7 0

70.00

3.00

0.15

210.00

31.50

0 + 1 3 5 to 0 0 + 2 3 0
Total

95.00

3.00

0.15

285.00
495.00

42.75
74.25

PCCP (150mm thick)
Station
0 + 0 0 0
311
Station

RCPC
RCPC (0.6m dia. Cross Drain)

5.00
5.00
pcs
5.00
5.00

Total
500
Collar
Lean Concrete

diam
0.70

width
0.10
0.30

thk
0.08
0.05

0.10
0.08
0.17

Total
Open Canal(station 1)
0 + 2 3 0 to
Station

# of units length
0 + 3 3 0

2

100.00

height
0.40

area
80.00

-

-

-

100.00
GRAVEL
4"CHB
Setting and filler
roughing
capping
Horizontal Stiffener
Vertical Stiffener
slab

Qty
volume length
1,000.00
3.60
1.20
1.00
35.00
0.16
70.00
0.42
5.00
1,105.00
11.38

1.00
0.16
0.42
5.00
6.58

total
704

Qty
Formworks (Stiffener)

34.00
Qty

Reinforcement(10mm RSB)
Longitudinal
Horizontal Stiffener
Horizontal Stiffener stirrups
U bar
Tie wire #16
Total
Reinforcement(12mm RSB)
U bar
Total

2
2
335

-

80.00

length
width
0.30
length

pcs

cement

sand

43.20
14.40
9.00
1.42
3.78
45.00
117.00
depth
0.10

Total length

3.96
1.32
0.50
0.08
0.21
2.50
8.57

Area
0.15

pcs

4.08 sq.m
Kg

6.00
34.00
34.00
301.00
2,010.00

100.00
0.50
0.20
0.95
0.30

600.00
34.00
13.60
285.95
603.00

105.00
3.00
2.00
48.00
11.38
158.00

34.00

0.95

32.30

5.00
5.00

pcs
2.00
pcs
2.00
length
86.00

length
1.50
length
0.60
width1
0.15

12.00

Masonry
RCPC Headwall
Station
0 0+
RCPC Apron
Station
0 0+
505
Riprap
Station
0 0+

0 7 5
0 7 5
2 4 4 to

0 0+

3 3 0

height
t1
t2
1.50
0.30
width
thickness
1.50
0.20
width2
height
0.60

0.50

Total

Prepared by:

0.36
7.74

9.90

Reviewed by:

ENGR. JOSEPHINE G. SERVANDO

Technical Facilitator

1.80

Municipal Engineer

Approved by:

BELLA G. CASTILLA

BSPMC Chairperson

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

Barangay :

San Antonio

Total Estimated Cost :

1,090,393.00

Community Project Duration:

60 CD

Municipality :

Nueva Valencia

Province : Guimaras

Type of Plan :
Date prepared :

9-Apr-15

Items to be Procured

Quantity

Unit

Unit Cost

100.00
1.00
29.85
1,320.00
222.75
495.00
5.00
100.00
9.90
1.00
1.00
1.00
1.00
1.00

m2
lot
m3
m2
m3
m2
l.m.
l.m.
cu.m.
lot
lot
lot
lot
lot

164.00
3,000.00
201.01
22.35
1,575.53
858.49
2,648.79
1,036.99
3,573.23
10,606.50
22,350.00
5,700.00
4,710.00
12,750.00

1.00

lot

6,500.00

Construction Spade

3.00

pc

460.00

Construction Pail (plastic)

6.00

pc

60.00

360.00

Drum (200L Cap.)

2.00

pc

900.00

1,800.00

Tagad

1.00

pc

300.00

Hacksaw Blade

5.00

pc

70.00

Rubber boots

8.00

pairs

450.00

3,600.00

Hand gloves

11.00

pairs

30.00

330.00

Dust Mask
Sub-total

11.00

pack

30.00

330.00
8,450.00

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)

May-15

Proposed Project Implementation Schedule:

Sub Total

Total Cost

16,400.00
3,000.00
6,000.00
29,500.00
350,950.00
424,953.00
13,243.96
103,699.38
35,375.00
10,606.50
22,350.00
5,700.00
4,710.00
12,750.00
1,039,237.84

Procurement
Method

Schedule of Comments/Re
Procurement
marks

Community
Shopping for
Works

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

3.00 m3/m-d
100.00 %
3.00 m3/m-d
0.51 m-d
23.48 m-d
24.00 days

Laborers
Total
105

250.00

6,000.00
6,000.00

SUBGRADE PREPARATION
Area:

### m2

Unit Cost:

22.35

A. EQUIPMENT
Road Grader

0.60

1.00

unit

14,000.00

8,400.00

1.00
0.40

1.00
1.00

unit
unit

15,000.00
14,500.00

15,000.00
5,800.00

1.00

1.00

person

300.00

Productivity Rate: 300.00 m /hr
Efficiency:
100.00 %
2

Equipment Output 300.00 m2/hr
Duration:
4.40 hrs.
0.55 days
Prime Mover (Mobilization)
Road Roller
Productivity Rate: 72.00 m3/hr
Efficiency:
100.00 %
Equipment Output
Duration:

72.00 m3/hr
2.75 hrs.
0.34 days

B. LABOR
Leadman
Total
201

300.00
29,500.00

AGGREGATE BASE COURSE
Compacted Volume: 222.75 m3
Loose Volume: 256.16 m3
Unit Cost: ###
A. MATERIALS
Aggregate Base Course (Iloilo Source)

154.00

White Rocks
B. EQUIPMENT
Prime Mover ( Demobilization)
Road Grader
Productivity Rate: 42.50 m3/hr
Efficiency:
100.00 %
Equipment Output 42.50 m3/hr
Duration:
5.24 hrs.
0.66 days
Prime Mover ( Demobilization)
Road Roller

1,450.00

103.00

m3
m3

223,300.00

700.00

72,100.00

1.00
1.00

1.00
1.00

unit
unit

15,000.00
14,000.00

15,000.00
14,000.00

1.00
0.50

1.00
1.00

unit
unit

15,000.00
14,500.00

15,000.00
7,250.00

0.50

1.00

unit

8,000.00

1.00

1.00

person

300.00

Productivity Rate: 72.00 m3/hr
Efficiency:
100.00 %
Equipment Output
Duration:

72.00 m3/hr
3.09 hrs.
0.39 days

Water Truck
C. LABOR
Leadman
Total
311

PORTLAND CEMENT CONCRETE PAVEMENT
Area: 495.00 m2
m3
Vol.: 74.25
Unit Cost:
###
A. MATERIALS

165.00

lm.

4,000.00

300.00
350,950.00

Portland Cement

669.00

Screened Gravel (1")
Washed Sand
2 x 6 x 12 Good Lumber
3"x 6"x 10' Rough Lumber
2 1/2" CW Nails
3/16"x 2"x 6.0m flat bar
Hacksaw Blade
12mm dia. Deformed Rebar
12 mm dia Deformed Rebar(Pin)

74.00
37.00
20.00
2.00
5.00
6.00
4.00
46.00
5.00

14.00

14.00
14.00
7.00
14.00

B. EQUIPMENT
Concrete Mixer
Productivity Rate:
0.56 m3/m-d
Efficiency:
100.00 %
Equipment Output
0.56 m3/m-d
Duration:
13.26 days

C. LABOR
Concreting
Efficiency:
Labor Output:
Duration:

9.00
273.60

bags
m3

260.00

173,940.00

m3
units
pc
kg
length
pcs
pc
pc

1,750.00
1,000.00
420.00
525.00
65.00
375.00
70.00
208.00
208.00

129,500.00
37,000.00
8,400.00
1,050.00
325.00
2,250.00
280.00
9,568.00
1,040.00
363,353.00

1.00

unit

1,100.00

15,400.00
15,400.00

1.00
4.00
2.00
6.00
154.00

persons
persons
persons
persons

300.00
300.00
300.00
250.00

5.00
2.00

units
bags

2,250.00
260.00

11,250.00
520.00

0.17

m3

1,000.00

173.96
11,943.96

1.00

persons

300.00

0.56 m3/m-d
100.00 %
0.56 m3/m-d
132.59 m-d

Formworks
Efficiency:
Labor Output:
Duration:

4.83 m³/m-d
100.00 %
4.83 m3/m-d
15.37 m-d
m-d
Rebars
53.00 kg/m-d
Efficiency:
100.00 %
Labor Output:
53.00 kg/m-d
Duration:
4.72 m-d
Total
152.68 m-d
say
153 days
Operator
Masons
Carpenters / Steelman
Laborers
Total
500

4,200.00
16,800.00
4,200.00
21,000.00
46,200.00
424,953.00

600mm Reinforced Concrete Pipe Culvert
Length:
5.00 l.m.
Concrete Vol.
0.17 cu.m.
Unit Cost:
###
A. MATERIALS
600mm dia. Pipe Culvert
Portland Cement
Washed Sand
B. LABOR
RCPC installation
Productivity Rate:
Duration:
Masons

1.00 unit/M-D
5.00 m-d
1.00

300.00

Laborers

505

2.00

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

persons

250.00

1,000.00
1,300.00
13,243.96

1,000.00
117.00

pc
bags

13.00
260.00

13,000.00
30,420.00

8.57
6.58
158.00
5.00
2.00
14.00
1.00
1.00
12.00

m3
m
pcs
pcs
sht
units
kgs
kgs
kg

1,000.00
1,750.00
144.00
208.00
450.00
117.00
65.00
65.00
70.00

8,568.75
11,510.63
22,752.00
1,040.00
900.00
1,638.00
65.00
65.00
840.00
90,799.38

2.00
2.00
6.00
48.00

persons
persons
persons

300.00
300.00
250.00

11.00
27.00
4.00
8.00

cu.m
bags
m3
length

1,450.00
260.00
1,000.00
110.00

15,950.00
7,020.00
4,000.00
880.00
27,850.00

3.00
5.00
28.00

persons
persons

300.00
250.00

3,150.00
4,375.00
7,525.00
35,375.00

3

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

2.00
5.00

3,000.00
2,400.00
7,500.00
12,900.00
103,699.38

0.35 m3/M-D
28.29 m-d
28.00 days

Total
SPL 2 ROAD MONUMENT/ PROJECT MARKER

3.50
3.50

Obelisk Marker
.
Volume (m3):

0.40

Quantity:
Unit Cost:

1.00
###

lot

4.00
0.50
0.25
6.00
2.00
1.00
1.00
10.00
4.00
2.00
1.00
0.50

bags
m3

260.00
1,750.00

1,040.00
875.00

m3
lgths
kgs
pcs
sht
pcs
kgs
kgs
pcs
gal

1,000.00
144.00
70.00
70.00
450.00
117.00
65.00
65.00
3,600.00
715.00

250.00
864.00
140.00
70.00
450.00
1,170.00
260.00
130.00
3,600.00
357.50
9,206.50

1.00
2.00
2.00

1.00
1.00
1.00

person
person
person

300.00
300.00
250.00

300.00
600.00
500.00
1,400.00
10,606.50

Quantity:
Unit Cost:

1.00
###

lot
per lot

9.00
51.00

1.00
1.00

days
days

500.00
350.00

4,500.00
17,850.00
22,350.00

A. MATERIALS
Portland Cement
Screened Gravel
Washed Sand
10mm dia. Def. bar
#16 G.I Wire
Hacksaw Blade
1/4"x4"x8' Ord Plywood
2 x 2 x 10 Coco Lumber
4" CW Nails
1 1/2 CW Nails
12" x 12" Bronze Name Plate
Semi-Gloss Latex Paint
B. LABOR
Painter
Carpenters/Steelman/Mason
Laborers
Total
SPL.3 Technical Supervision
.
Project Engineer ( Technical )
Project Supervisor ( Foreman )
Total

TOTAL

DIRECT

COST

SUMMARY OF DIRECT COST:
CONTRACT:
Materials:
Equipment:
Labor:
Skilled
Unskilled
Technical Supervision
TOTAL DIRECT COST
Prepared by:

###

798,552.84
116,250.00
35,550.00
43,375.00
22,350.00
###
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

HON. EMMANUEL C. GALILA

Regional Community Infrastructure Specialist

Municipal Mayor

Province of Guimaras

Region VI
Province of Guimaras
Municipality of Nueva Vale

BARANGAY SUB-PROJECT WORK SCHEDULE & PH

Project Name :

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:

0.330 km

% Accomp.

QTY

UNIT

Unit Price

AMOUNT

WEIGHT
(%)

CLEARING AND GRUBBING

0.00%

100.00

sq.m.

164.00

16,400.00

1.61%

DEMOLITION

0.00%

1.00

lot

3,000.00

3,000.00

0.30%

103

STRUCTURAL EXCAVATION

0.00%

29.85

m3

201.01

6,000.00

0.59%

105

SUBGRADE PREPARATION

0.00%

1,320.00

m2

22.35

29,500.00

2.90%

201

AGGREGATE BASE COURSE

0.00%

222.75

m3

1,575.53

350,950.00

34.54%

311

PORTLAND CEMENT CONCRETE PAVEMENT (150 mm PCCP)

0.00%

495.00

m2

858.49

424,953.00

41.82%

500

REINFORCED CONCRETE PIPE CULVERT

0.00%

5.00

l.m.

2,648.79

13,243.96

1.30%

704

OPEN LINE CANAL

0.00%

100.00

l.m.

1,036.99

103,699.38

10.21%

505

STONE MASONRY

0.00%

9.90

cu.m.

3,573.23

35,375.00

3.48%

SPL 2

ROAD MONUMENT/ PROJECT MARKER

0.00%

1.00

lot

10,606.50

10,606.50

1.04%

SPL-3

TECHNICAL SUPERVISION

0.00%

1.00

lot

22,350.00

22,350.00

2.20%

1,016,077.84

100.00%

Item No.
100
SPL-1

DESCRIPTION

TOTAL
PHYSICAL

0.00%

PERIODIC
COMMULATIVE
PERIODIC
COMMULATIVE
PERIODIC
COMMULATIVE
PERIODIC
COMMULATIVE

% PLANNED PROGRESS
% ACTUAL PROGRESS

FINANCIAL

PLANNED PROGRESS

ACTUAL PROGRESS
Major Issues Encountered:

Prepared by:

Concurred by:

JUANA PINEDA

ARNOLD CASTILLA

PIT Chair/Skilled Person/Contractor

Monitoring Team Leader

Approved by:

BELLA G. CASTILLA
BSPMC Chairperson

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)

UNSKILLED

TOTAL

NO. OF DAYS

AVE. RATE/DAY

MALE
FEMALE
MALE
FEMALE

TOTAL

DURATION
W1
2

0 0

1

0

5

W2

0 0 0 0

2

W3

W4

W6

W7

W8

W9

0
0 0

15

0 0

0 0 0 0 0 0

0 0 0 0 0 0

26
2

W5

0
0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0

0 0

5

0 0 0 0 0

3

0 0 0

2

0 0

51 0 0 0 0 0 0

3.94%
3.94%
0.00%
0.00%
40,073.37
40,073.37
0.00
0.00

0 0 0 0 0 0

21.57%
25.52%
0.00%
0.00%
219,197.12
259,270.49
0.00
0.00

0 0 0 0 0 0

14.07%
39.59%
0.00%
0.00%
143,009.41
402,279.90
0.00
0.00

0 0 0 0 0 0

14.07%
53.67%
0.00%
0.00%
143,009.41
545,289.32
0.00
0.00

0 0 0 0 0 0

10.60%
64.27%
0.00%
0.00%
107,747.81
653,037.12
0.00
0.00

0 0 0 0 0 0

9.91%
74.18%
0.00%
0.00%
100,695.49
753,732.61
0.00
0.00

0 0 0 0 0 0

9.91%
84.09%
0.00%
0.00%
100,695.49
854,428.10
0.00
0.00

0 0 0 0 0 0

9.91%
94.00%
0.00%
0.00%
100,695.49
955,123.59
0.00
0.00

0 0 0

6.00%
100.00%
0.00%
0.00%
60,954.24
1,016,077.84
0.00
0.00

Recommendations

Reviewed by:

Approved by:

Technical Facilitator

ENGR. JOSEPHINE G. SERVANDO
Municipal Engineer

Noted:

BELLA G. CASTILLA
BSPMC Chairperson

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)

2,400.00
2,400.00

1,016,077.84
1,255.41
0.12%
sub-total

B.6.3

Cost

Testing of Materials

40.00
1.00

sheets
lot

20.00
175.00
sub-total

0.00

800.00
175.00
975.00

0.10% - less than 2% (ok)
2.00
2.00
1.00
1.00
4.00
5.00
1.00
20.00
10.00
10.00
10.00
10.00
10.00
5.00
3.00
1.00
1.00
1.00
4.00
1.00
1.00
1.00
1.00
1.00
1.00
2.00
1.00
1.00
1.00

rim
rim
box
box
pcs
rim
unit
sheets
sheets
pcs
pcs
pcs
pcs
pcs
pcs
unit
box
pcs
box
unit
pcs
unit
set
set
bottles
bottles
box
pcs
box

200.00
180.00
279.75
18.75
5.00
14.00
450.00
4.75
4.00
25.00
23.00
3.00
2.50
150.00
55.00
295.00
45.00
10.00
15.00
240.00
20.00
550.00
60.00
70.00
175.00
55.00
38.50
45.00
95.00

400.00
360.00
279.75
18.75
20.00
70.00
450.00
95.00
40.00
250.00
230.00
30.00
25.00
750.00
165.00
295.00
45.00
10.00
60.00
240.00
20.00
550.00
60.00
70.00
175.00
110.00
38.50
45.00
95.00

30 Cartolina
31 Checkbook
B.6.5

B.6.6

B.6.7

B.6.8

10.00
1.00

pcs
stub

6.00
350.00
sub-total

60.00
350.00
5,407.00

1.00

lot

20,872.00
sub-total

20,872.00
20,872.00

Meals
a. Meal allowance

1.00

lot

1,667.00
sub-total

1,667.00
1,667.00

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

1.00
1.00
2.00
0.50
100.00
1.00
1.00
2.00
1.00
1.00
1.00
1.00
1.00
1.00

sht
length
length
kg
pcs
bag
li
li
qt.
pint
pint
pint
pcs.
pcs.

2.00
1.00
4.00

person
person
person

600.00
1,250.00
0.00
0.00
0.00
260.00
130.00
160.00
150.00
120.00
120.00
120.00
0.00
0.00
280.00
280.00
200.00
sub-total

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

Prepared by:

Technical Facilitator

Checked by:

ENGR. JOSEPHINE G. SERVANDO
Municipal Engineer

0.00

600.00
1,250.00
0.00
0.00
0.00
260.00
130.00
320.00
150.00
120.00
120.00
120.00
0.00
0.00
560.00
280.00
800.00
4,710.00
658.16

658.16
74,315.16
Approved by:

BELLA G. CASTILLA
BSPMC Chairperson

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.

Quantity

Unit

A. Prime Mover

1 unit

per trip

II
II.a
II.b
II.c
II.d
II.e

BULLDOZER
Clearing ( 500 m2/hr )
Stripping ( 200 m2/hr )
Excavation ( 25 m3/hr )
Quarry ( Stock pilling) ( 50 m3/hr )
Pushing ( 3 m3/hr )

1 unit

per day

III
III.a
III.b
III.c
III.d

ROAD GRADER
Sub grading ( 300 m2/hr )
Spreading ( 42.50 m3/hr )
Clearing ( 950 m2/hr )
Excavation ( 20 m3/hr )

1 unit

per day

IV
IV.a

ROAD ROLLER (Vibratory)
6 Passes ( 72 m3/hr )

1 unit

per day

V
V.a

WATER TRUCK
Watering ( 1500 gals capacity)

1 unit

per day

VI
VI.a
VI.b

BACKHOE
Excavation ( Normal condition ) ( 20m 3/hr )
Excavation ( Hard soil / rocky ) ( 15 m3/hr )

1 unit

per day

VII
VII.a

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:__________________

Expected Output

Cost
9,000.00
2,340.00
500.00
1,750.00

SUB TOTAL
Prepared by:

Responsible
Person

500.00 Community,BLGU
9,500.00 Community,BLGU
2,940.00 Community,BLGU
Community,BLGU

166.67
583.33 Community,BLGU
13,690.00

Noted:

HON. EMMANUEL C. GALILA
Municipal Mayor
Date:___

clear R.O.W.
Damage Prevented
Damage
Prevented/Good
access

Remarks

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

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