San Antonio
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 #
100
Stationing/Location
Member
Length
Width 1
Width 2
Thickness/
Area (m2) Volume (m3)
Depth
Clearing and Grubbing
Section 1
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
5.00
length
-
2.21
1.54
0 + 3 3 0
330.00
4.00
0 + 0 0 0 to
0 + 3 3 0
330.00
4.00
0.15
1,320.00
198.00
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
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
1,320.00
1,320.00
Aggregate Base Course
Station
Total
PCCP (150mm thick)
Station
0 + 0 0 0
311
Station
RCPC
RCPC (0.6m dia. Cross Drain)
5.00
Total
500
5.00
pcs
diam
width
thk
500
Collar
Lean Concrete
5.00
5.00
0.70
0.10
0.30
0.08
0.05
0.10
0.08
0.17
Total
Open Canal(station 1)
0 + 2 3 0 to
Station
# of units
0 + 3 3 0
length
2
height
100.00
area
0.40
80.00
-
-
100.00
GRAVEL
Qty
4"CHB
Setting and filler
roughing
-
80.00
volume
length
pcs
cement
sand
1,000.00
capping
Horizontal Stiffener
1.00
0.16
Vertical Stiffener
slab
0.42
5.00
6.58
total
35.00
70.00
1,105.00
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
3.60
1.20
43.20
14.40
3.96
1.32
1.00
0.16
9.00
1.42
0.50
0.08
0.42
5.00
11.38
3.78
45.00
117.00
0.21
2.50
8.57
length
width
0.30
length
depth
0.10
Total length
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
length
1.50
length
height
1.50
width
2.00
length
86.00
0.60
width1
0.15
1.50
width2
12.00
Masonry
RCPC Headwall
Station
0 0+
0 7 5
RCPC Apron
Station
505
Riprap
0 0+
0 7 5
Station
0 0+
2 4 4 to
0 0+
3 3 0
t1
t2
0.30
thickness
0.50
0.20
height
0.60
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
Materials
Labor
###
100.00%
KALAHI-
Community
CIDSS Grant Cash
In kind
MLGU
Cash
BLGU
In kin Cash
In kind
Total Cost
22,350.00
22,350.00
798,552.84
798,552.84
Breakdown of Estimated
Project Cost
Direct Cost
A.
KALAHI-
MLGU
In kind
Cash
BLGU
In kin Cash
In kind
Total Cost
Skilled
35,550.00
Unskilled
43,375.00
43,375.00
116,250.00
116,250.00
Equipment
Sub-Total A
B.
Community
CIDSS Grant Cash
###
35,550.00
-
-
-
-
1,016,077.84
-
Preparatory Activities (Indirect Cost)
B.1
Survey Works
B.2
Engineer's Supervision
B.3
Hand Tools and Personal Protective Equipment (PPE)
###
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:
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
Noted:
0.00
SEGUNDO G. DELUMPA
Punong Barangay
A.
Breakdown of Estimated
Project Cost
Direct Cost
KALAHI-
Community
CIDSS Grant Cash
ENGR. AMOR P. AMARAN
Regional Community Infrastructure Specialist
In kind
MLGU
Cash
BLGU
In kin Cash
In kind
Total Cost
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
Efficiency:
100.00 %
Equipment Output 950.00 m2/hr
Duration:
1.00
0.10
1.00
1.00
unit
unit
15,000.00
1,400.00
0.11 hr
0.01 day
Total
SPL1 DEMOLITION
Existing RCPC @ Sta. 00+075
103
15,000.00
14,000.00
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 %
Labor Output:
1.30 m3/m-d
Duration:
22.96 m-d
Prod. Rate (b/fill):
3.00 m3/m-d
Efficiency:
100.00 %
Labor Output:
3.00 m3/m-d
Duration:
0.51 m-d
Total Duration:
23.48 m-d
say
24.00 days
16,400.00
1.00
lot
3,000.00
3,000.00
3,000.00
Laborers
6.00
4.00
24.00
person
250.00
Total
105
6,000.00
SUBGRADE PREPARATION
Area:
Unit Cost:
### m2
22.35
A. EQUIPMENT
Road Grader
Productivity Rate: 300.00 m2/hr
Efficiency:
100.00 %
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 72.00 m3/hr
Duration:
2.75 hrs.
0.34 days
B. LABOR
Leadman
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
Total
201
6,000.00
AGGREGATE BASE
Compacted Volume:
Loose Volume:
Unit Cost:
300.00
29,500.00
COURSE
222.75 m3
256.16 m3
###
A. MATERIALS
Aggregate Base Course (Iloilo Source)
154.00
1,450.00
103.00
m3
m3
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
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
Productivity Rate: 72.00 m3/hr
Efficiency:
100.00 %
Equipment Output 72.00 m3/hr
Duration:
3.09 hrs.
0.39 days
Water Truck
223,300.00
4,000.00
C. LABOR
Leadman
Total
311
1.00
1.00
person
300.00
300.00
350,950.00
669.00
74.00
bags
260.00
1,750.00
173,940.00
129,500.00
1,000.00
420.00
525.00
65.00
375.00
70.00
208.00
208.00
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
15,400.00
15,400.00
PORTLAND CEMENT CONCRETE PAVEMENT
Area: 495.00 m2
165.00 lm.
Vol.: 74.25
m3
Unit Cost:
###
A. MATERIALS
Portland Cement
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)
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:
37.00
20.00
2.00
5.00
6.00
4.00
46.00
5.00
m3
m3
units
pc
kg
length
pcs
pc
pc
14.00
1.00
unit
1,100.00
14.00
14.00
7.00
14.00
1.00
4.00
2.00
6.00
154.00
persons
persons
persons
persons
300.00
300.00
300.00
250.00
9.00
273.60
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
4,200.00
16,800.00
4,200.00
21,000.00
46,200.00
424,953.00
500
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:
1.00
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
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
2.00
5.00
persons
persons
300.00
250.00
300.00
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
m3
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
persons
persons
persons
300.00
300.00
250.00
1.00 unit/M-D
5.00 m-d
Masons
Laborers
505
5.00
2.00
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
3,000.00
2,400.00
7,500.00
12,900.00
103,699.38
48.00
Total
Part of Stone Masonry
505
Volume
Unit Cost:
A. MATERIALS
Boulders
Portland Cement
9.90 cu.m.
### per l.m.
11.00
27.00
cu.m
bags
1,450.00
260.00
15,950.00
7,020.00
4.00
8.00
m3
length
1,000.00
110.00
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
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
m3
lgths
kgs
pcs
sht
pcs
kgs
kgs
pcs
gal
260.00
1,750.00
1,000.00
144.00
70.00
70.00
450.00
117.00
65.00
65.00
3,600.00
715.00
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
Washed Sand
2" PVC Pipe (Orange)
B. LABOR
Stone Masonry
Productivity Rate:
Duration:
say
Masons
Laborers
0.35 m3/M-D
28.29 m-d
28.00 days
3.50
3.50
Total
SPL 2 ROAD MONUMENT/ PROJECT MARKER
Obelisk Marker
Quantity:
.
Volume (m3):
0.40
Unit Cost:
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
1,040.00
875.00
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
TOTAL
DIRECT
COST
SUMMARY OF DIRECT COST:
CONTRACT:
Materials:
Equipment:
Labor:
Skilled
Unskilled
Technical Supervision
TOTAL DIRECT COST
###
798,552.84
116,250.00
35,550.00
43,375.00
22,350.00
###
Prepared by:
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
Province of Guimaras
Region VI
Province of Guimaras
Municipality of Nueva Valencia
BARANGAY SUB-PROJECT WORK SCHEDULE & PHYSICA
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)
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 rim
2.00 rim
1.00 box
1.00 box
4.00 pcs
5.00 rim
1.00 unit
20.00 sheets
10.00 sheets
10.00 pcs
10.00 pcs
10.00 pcs
10.00 pcs
5.00 pcs
3.00 pcs
1.00 unit
1.00 box
1.00 pcs
4.00 box
1.00 unit
1.00 pcs
1.00 unit
1.00 set
1.00 set
1.00 bottles
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
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
26 130g Glue
27 Paper Fastener
28 Pentel Pen (Black)
29 Refill Ink ( Black)
30 Cartolina
31 Checkbook
B.6.5
B.6.6
B.6.7
2.00 bottles
1.00 box
1.00 pcs
1.00 box
10.00 pcs
1.00 stub
55.00
38.50
45.00
95.00
6.00
350.00
sub-total
110.00
38.50
45.00
95.00
60.00
350.00
5,407.00
Transportation
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
B.6.8
Publication Cost (local bidding for works)
a. Reg'l newspaper payment
B.7
B.7.1
B.7.2
B.7.3
Over head Cost
Bookkeeper
Assistant Bookkeeper
Bodegero/ Time Keeper
sub-total
B.8
Treasurer's Bond
Bondable Amount
51.00
days
250.00
sub-total
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
12,750.00
12,750.00
Treasurer's Bond
sub-total
B.9
0.00
1,016,077.84
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
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
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
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
pcs
13.00
Prepared by:
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
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 )
1 unit
per day
I
Item Description
VIII
(up to 0.80 m3/hr for PCCP works)
Concrete Vibrator
Certified Correct:
ENGR. JOSEPHINE G. SERVANDO
Municipal Engineer
1 unit
per day
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 m3/hr)17.5
m3/hr
G. TRACTOR-RAN
a. Vibratory Rolling (6 passes) 20 cm.lift
m3/hr
21
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
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
I. 5-T DUMPTRUCK
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
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 #
100
Stationing/Location
Member
Length
Width 1
Width 2
Thickness/
Area (m2) Volume (m3)
Depth
Clearing and Grubbing
Section 1
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
5.00
length
-
2.21
1.54
0 + 3 3 0
330.00
4.00
0 + 0 0 0 to
0 + 3 3 0
330.00
4.00
0.15
1,320.00
198.00
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
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
1,320.00
1,320.00
Aggregate Base Course
Station
Total
PCCP (150mm thick)
Station
0 + 0 0 0
311
Station
RCPC
RCPC (0.6m dia. Cross Drain)
5.00
Total
500
5.00
pcs
diam
width
thk
500
Collar
Lean Concrete
5.00
5.00
0.70
0.10
0.30
0.08
0.05
0.10
0.08
0.17
Total
Open Canal(station 1)
0 + 2 3 0 to
Station
# of units
0 + 3 3 0
length
2
height
100.00
area
0.40
80.00
-
-
100.00
GRAVEL
Qty
4"CHB
Setting and filler
roughing
-
80.00
volume
length
pcs
cement
sand
1,000.00
capping
Horizontal Stiffener
1.00
0.16
Vertical Stiffener
slab
0.42
5.00
6.58
total
35.00
70.00
1,105.00
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
3.60
1.20
43.20
14.40
3.96
1.32
1.00
0.16
9.00
1.42
0.50
0.08
0.42
5.00
11.38
3.78
45.00
117.00
0.21
2.50
8.57
length
width
0.30
length
depth
0.10
Total length
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
length
1.50
length
height
1.50
width
2.00
length
86.00
0.60
width1
0.15
1.50
width2
12.00
Masonry
RCPC Headwall
Station
0 0+
0 7 5
RCPC Apron
Station
505
Riprap
0 0+
0 7 5
Station
0 0+
2 4 4 to
0 0+
3 3 0
t1
t2
0.30
thickness
0.50
0.20
height
0.60
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
Materials
Labor
###
100.00%
KALAHI-
Community
CIDSS Grant Cash
In kind
MLGU
Cash
BLGU
In kin Cash
In kind
Total Cost
22,350.00
22,350.00
798,552.84
798,552.84
Breakdown of Estimated
Project Cost
Direct Cost
A.
KALAHI-
MLGU
In kind
Cash
BLGU
In kin Cash
In kind
Total Cost
Skilled
35,550.00
Unskilled
43,375.00
43,375.00
116,250.00
116,250.00
Equipment
Sub-Total A
B.
Community
CIDSS Grant Cash
###
35,550.00
-
-
-
-
1,016,077.84
-
Preparatory Activities (Indirect Cost)
B.1
Survey Works
B.2
Engineer's Supervision
B.3
Hand Tools and Personal Protective Equipment (PPE)
###
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:
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
Noted:
0.00
SEGUNDO G. DELUMPA
Punong Barangay
A.
Breakdown of Estimated
Project Cost
Direct Cost
KALAHI-
Community
CIDSS Grant Cash
ENGR. AMOR P. AMARAN
Regional Community Infrastructure Specialist
In kind
MLGU
Cash
BLGU
In kin Cash
In kind
Total Cost
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
Efficiency:
100.00 %
Equipment Output 950.00 m2/hr
Duration:
1.00
0.10
1.00
1.00
unit
unit
15,000.00
1,400.00
0.11 hr
0.01 day
Total
SPL1 DEMOLITION
Existing RCPC @ Sta. 00+075
103
15,000.00
14,000.00
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 %
Labor Output:
1.30 m3/m-d
Duration:
22.96 m-d
Prod. Rate (b/fill):
3.00 m3/m-d
Efficiency:
100.00 %
Labor Output:
3.00 m3/m-d
Duration:
0.51 m-d
Total Duration:
23.48 m-d
say
24.00 days
16,400.00
1.00
lot
3,000.00
3,000.00
3,000.00
Laborers
6.00
4.00
24.00
person
250.00
Total
105
6,000.00
SUBGRADE PREPARATION
Area:
Unit Cost:
### m2
22.35
A. EQUIPMENT
Road Grader
Productivity Rate: 300.00 m2/hr
Efficiency:
100.00 %
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 72.00 m3/hr
Duration:
2.75 hrs.
0.34 days
B. LABOR
Leadman
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
Total
201
6,000.00
AGGREGATE BASE
Compacted Volume:
Loose Volume:
Unit Cost:
300.00
29,500.00
COURSE
222.75 m3
256.16 m3
###
A. MATERIALS
Aggregate Base Course (Iloilo Source)
154.00
1,450.00
103.00
m3
m3
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
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
Productivity Rate: 72.00 m3/hr
Efficiency:
100.00 %
Equipment Output 72.00 m3/hr
Duration:
3.09 hrs.
0.39 days
Water Truck
223,300.00
4,000.00
C. LABOR
Leadman
Total
311
1.00
1.00
person
300.00
300.00
350,950.00
669.00
74.00
bags
260.00
1,750.00
173,940.00
129,500.00
1,000.00
420.00
525.00
65.00
375.00
70.00
208.00
208.00
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
15,400.00
15,400.00
PORTLAND CEMENT CONCRETE PAVEMENT
Area: 495.00 m2
165.00 lm.
Vol.: 74.25
m3
Unit Cost:
###
A. MATERIALS
Portland Cement
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)
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:
37.00
20.00
2.00
5.00
6.00
4.00
46.00
5.00
m3
m3
units
pc
kg
length
pcs
pc
pc
14.00
1.00
unit
1,100.00
14.00
14.00
7.00
14.00
1.00
4.00
2.00
6.00
154.00
persons
persons
persons
persons
300.00
300.00
300.00
250.00
9.00
273.60
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
4,200.00
16,800.00
4,200.00
21,000.00
46,200.00
424,953.00
500
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:
1.00
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
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
2.00
5.00
persons
persons
300.00
250.00
300.00
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
m3
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
persons
persons
persons
300.00
300.00
250.00
1.00 unit/M-D
5.00 m-d
Masons
Laborers
505
5.00
2.00
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
3,000.00
2,400.00
7,500.00
12,900.00
103,699.38
48.00
Total
Part of Stone Masonry
505
Volume
Unit Cost:
A. MATERIALS
Boulders
Portland Cement
9.90 cu.m.
### per l.m.
11.00
27.00
cu.m
bags
1,450.00
260.00
15,950.00
7,020.00
4.00
8.00
m3
length
1,000.00
110.00
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
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
m3
lgths
kgs
pcs
sht
pcs
kgs
kgs
pcs
gal
260.00
1,750.00
1,000.00
144.00
70.00
70.00
450.00
117.00
65.00
65.00
3,600.00
715.00
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
Washed Sand
2" PVC Pipe (Orange)
B. LABOR
Stone Masonry
Productivity Rate:
Duration:
say
Masons
Laborers
0.35 m3/M-D
28.29 m-d
28.00 days
3.50
3.50
Total
SPL 2 ROAD MONUMENT/ PROJECT MARKER
Obelisk Marker
Quantity:
.
Volume (m3):
0.40
Unit Cost:
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
1,040.00
875.00
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
TOTAL
DIRECT
COST
SUMMARY OF DIRECT COST:
CONTRACT:
Materials:
Equipment:
Labor:
Skilled
Unskilled
Technical Supervision
TOTAL DIRECT COST
###
798,552.84
116,250.00
35,550.00
43,375.00
22,350.00
###
Prepared by:
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
Province of Guimaras
Region VI
Province of Guimaras
Municipality of Nueva Valencia
BARANGAY SUB-PROJECT WORK SCHEDULE & PHYSICA
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)
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 rim
2.00 rim
1.00 box
1.00 box
4.00 pcs
5.00 rim
1.00 unit
20.00 sheets
10.00 sheets
10.00 pcs
10.00 pcs
10.00 pcs
10.00 pcs
5.00 pcs
3.00 pcs
1.00 unit
1.00 box
1.00 pcs
4.00 box
1.00 unit
1.00 pcs
1.00 unit
1.00 set
1.00 set
1.00 bottles
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
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
26 130g Glue
27 Paper Fastener
28 Pentel Pen (Black)
29 Refill Ink ( Black)
30 Cartolina
31 Checkbook
B.6.5
B.6.6
B.6.7
2.00 bottles
1.00 box
1.00 pcs
1.00 box
10.00 pcs
1.00 stub
55.00
38.50
45.00
95.00
6.00
350.00
sub-total
110.00
38.50
45.00
95.00
60.00
350.00
5,407.00
Transportation
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
B.6.8
Publication Cost (local bidding for works)
a. Reg'l newspaper payment
B.7
B.7.1
B.7.2
B.7.3
Over head Cost
Bookkeeper
Assistant Bookkeeper
Bodegero/ Time Keeper
sub-total
B.8
Treasurer's Bond
Bondable Amount
51.00
days
250.00
sub-total
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
12,750.00
12,750.00
Treasurer's Bond
sub-total
B.9
0.00
1,016,077.84
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
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
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
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
pcs
13.00
Prepared by:
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
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 )
1 unit
per day
I
Item Description
VIII
(up to 0.80 m3/hr for PCCP works)
Concrete Vibrator
Certified Correct:
ENGR. JOSEPHINE G. SERVANDO
Municipal Engineer
1 unit
per day
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 m3/hr)17.5
m3/hr
G. TRACTOR-RAN
a. Vibratory Rolling (6 passes) 20 cm.lift
m3/hr
21
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
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
I. 5-T DUMPTRUCK
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
