Sprinkler 3rd Floor DUPA

Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City

2012 BARANGAY WATER SYSTEM PROJECTS PIPELINE REQU
I. CONSTRUCTION / REHABILITATION / IMPROVEMENT OF WATER SYSTEM AT PATALON
PIPELAYING WORKS
Supply/Laying of 5,592.00 Linear Meters, 100mmØ PVC Pipelines

PARTICULARS
100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R.
100mmØ x 22.50o PVC Bend, Class 150, B/S, w/ R.R.

QTY

UNIT

932 pcs.
6 pcs.

COST
1,706.00
703.00

II. CONSTRUCTION / REHABILITATION AND INSTALLATION OF CACAO-LAPAKAN-CABALUAY
WATER SYSTEM
PIPELAYING WORKS
Supply/Laying of 9,192.00 Linear Meters, 100mmØ PVC Pipelines

PARTICULARS
100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R.
100mmØ x 11.25o PVC Bend, Class 150, B/S, w/ R.R.
100mmØ x 22.50o PVC Bend, Class 150, B/S, w/ R.R.
100mmØ x 45o PVC Bend, Class 150, B/S, w/ R.R.

QTY
1,532
15
10
5

UNIT
pcs.
pcs.
pcs.
pcs.

COST
1,706.00
680.00
703.00
780.00

III. CONSTRUCTION / REHABILITATION /IMPROVEMENT OF TICTAPUL-LICOMO-VITALI WATER
PIPELAYING WORKS

Supply/Laying of 3,770.00 Linear Meters, 100mmØ PVC Pipelines
Supply/Laying of 11,509.00 Linear Meters, 75mmØ PVC Pipelines
Supply/Laying of 2,080.00 Linear Meters, 75mmØ G.I. Pipelines

PARTICULARS

QTY

UNIT

100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R.
629 pcs.
75mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R.
1,918 pcs.
5.5 Thk x 75mmØ x 6.00m G.I.Pipe, (Sch. 40)
347 pcs.
with Steel Ring Flange 150mm(O.D.)x86(I.D.) x 10mmThk welded on Both Ends
100mmØ x 11.25o PVC Bend, Class 150, B/S, w/ R.R.
16 pcs.
o
75mmØ x 11.25 PVC Bend, Class 150, B/S, w/ R.R.
32 pcs.
o
75mmØ x 22.50 PVC Bend, Class 150, B/S, w/ R.R.
53 pcs.
o
75mmØ x 45 PVC Bend, Class 150, B/S, w/ R.R.
28 pcs.
75mmØ x 90o PVC Bend, Class 150, B/S, w/ R.R.
3 pcs.

COST
1,706.00
1,159.00
6,000.00
680.00
330.00
360.00
411.00
806.00

IV. CONSTRUCTION / REHABILITATION / IMPROVEMENT OF MANGGA BOLONG-BOLONG-BUN
file:///var/www/apps/conversion/tmp/scratch_4/263867964.xlsx

Page 1 of 545

SANGALI WATER SYSTEM
PIPELAYING WORKS
Supply/Laying of 6,402.00 Linear Meters, 150mmØ PVC Pipelines
Supply/Laying of 4,566.00 Linear Meters, 100mmØ PVC Pipelines
Supply/Laying of 402.00 Linear Meters, 75mmØ PVC Pipelines

PARTICULARS
150mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R.
100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R.
100mmØ x 11.25o PVC Bend, Class 150, B/S, w/ R.R.
100mmØ x 22.50o PVC Bend, Class 150, B/S, w/ R.R.
75mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R.
75mmØ x 22.50o PVC Bend, Class 150, B/S, w/ R.R.

file:///var/www/apps/conversion/tmp/scratch_4/263867964.xlsx

QTY
1,067
761
5
2
67
6

UNIT
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.

COST
3,686.00
1,706.00
680.00
703.00
1,159.00
360.00

Page 2 of 545

150mmØ x 45.00
150mmØ x 22.50

o
o

PVC Bend,Class 150, B/S w/ R.R.
PVC Bend, Class 150, B/S w/ R.R.

6 pcs.
8 pcs.

1,953.00
1,442.00

V. CONSTRUCTION / REHABILITATION / IMPROVEMENT OF DUMALON -ZAMBALES-BALUNOMALAGUTAY-SAN ROQUE-CALARIAN-CAWIT-SINUNUC-MAASIN WATER SYSTEM

PIPELAYING WORKS
Supply/Laying of Transmission Lines
a. Supply/Laying of 2,000 Linear Meters 200mmØ G.I. Pipe, Sch. 40 w/ Pipe Support at every 2.00 Line
b. Supply/Laying of 6,300 Linear Meters 200mmØ PVC Pipe, Class 150
Supply/Laying of Distribution Lines
a. Supply/Laying of 18,900 Linear Meters 100mmØ PVC Pipe, Class 150 (from Prop. Ground Tank to Jun
b. Supply/Laying of 2,504 Linear Meters 100mmØ PVC Pipe, Class 150 (from Junction to San Roque)
c. Supply/Laying of 3,055 Linear Meters 100mmØ PVC Pipe, Class 150 (from Junction to Malagutay)
d. Supply/Laying of 393 Linear Meters 100mmØ PVC Pipe, Class 150 (from Junction Malagutay to Katat
e. Supply/Laying of 21,000 Linear Meters 100mmØ PVC Pipe, Class 150 (from Prop. Ground Tank to Bal

PARTICULARS

QTY

UNIT

COST

pcs.

28,000.00

pcs.
pcs.
pcs.
kgs.

1,200.00
1,000.00
35.00
138.00

pcs.
pcs.
pcs.
pcs.
pcs.

7,505.00
4,504.00
4,656.00
6,347.00
10,300.00

a. Supply/Laying of 2,000 Linear Meters 200mmØ G.I. Pipe, Sch. 40
7.11mm thk x 200mmØ x 6.00m G.I. Pipe, (Sch. 40) w/
333
Steel Ring Flange 250mm (O.D.) x 168mm (I.D.) x 10mm thk
on Both Ends
200mmØ x 900 G.I. Elbow, Sch. 40
25
0
200mmØ x 45 G.I. Elbow, Sch. 40
50
12mmØ x 38mm Bolt w/ Nut & Washer
2,664
6011 Welding Rod
10
b. Supply/Laying of 6,300 Linear Meters 200mmØ PVC Pipe, Class 150
200mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R.
200mmØ x 11.250 PVC Bend, Class 150, B/S w/ R.R.
200mmØ x 22.500 PVC Bend, Class 150, B/S w/ R.R.
200mmØ x 450 PVC Bend, Class 150, B/S w/ R.R.
200mmØ x 900 PVC Bend, Class 150, B/S w/ R.R.

1,050
73
243
128
14

Supply/Laying of Distribution Lines
a. Supply/Laying of 18,900 Linear Meters 100mmØ PVC Pipe, Class 150 (from Prop. Ground Tank to Junction{C
100mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R.
100mmØ x 11.250 PVC Bend, Class 150, B/S w/ R.R.
100mmØ x 22.250 PVC Bend, Class 150, B/S w/ R.R.
100mmØ x 450 PVC Bend, Class 150, B/S w/ R.R.
100mmØ x 900 PVC Bend, Class 150, B/S w/ R.R.

3,150
72
116
61
7

pcs.
pcs.
pcs.
pcs.
pcs.

1,706.00
680.00
703.00
780.00
680.00

b. Supply/Laying of 2,504 Linear Meters 100mmØ PVC Pipe, Class 150 (from Junction to San Roque)
100mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R.
100mmØ x 11.250 PVC Bend, Class 150, B/S w/ R.R.
100mmØ x 22.250 PVC Bend, Class 150, B/S w/ R.R.
file:///var/www/apps/conversion/tmp/scratch_4/263867964.xlsx

417 pcs.
80 pcs.
125 pcs.

1,706.00
680.00
703.00
Page 3 of 545

100mmØ x 450 PVC Bend, Class 150, B/S w/ R.R.
100mmØ x 900 PVC Bend, Class 150, B/S w/ R.R.

54 pcs.
2 pcs.

780.00
680.00

c. Supply/Laying of 3,055 Linear Meters 100mmØ PVC Pipe, Class 150 (from Junction to Malagutay)
100mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R.
100mmØ x 11.250 PVC Bend, Class 150, B/S w/ R.R.
100mmØ x 22.250 PVC Bend, Class 150, B/S w/ R.R.
100mmØ x 450 PVC Bend, Class 150, B/S w/ R.R.
100mmØ x 900 PVC Bend, Class 150, B/S w/ R.R.

509
68
118
58
1

pcs.
pcs.
pcs.
pcs.
pcs.

1,706.00
680.00
703.00
780.00
680.00

d. Supply/Laying of 393 Linear Meters 100mmØ PVC Pipe, Class 150 (from Junction Malagutay to Katatagan)
100mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R.

file:///var/www/apps/conversion/tmp/scratch_4/263867964.xlsx

66 pcs.

1,706.00

Page 4 of 545

100mmØ
100mmØ
100mmØ
100mmØ

x
x
x
x

11.250 PVC Bend, Class 150, B/S w/ R.R.
22.250 PVC Bend, Class 150, B/S w/ R.R.
450 PVC Bend, Class 150, B/S w/ R.R.
900 PVC Bend, Class 150, B/S w/ R.R.

70
112
46
2

pcs.
pcs.
pcs.
pcs.

680.00
703.00
780.00
680.00

e. Supply/Laying of 21,000 Linear Meters 100mmØ PVC Pipe, Class 150 (from Prop. Ground Tank to Cawit)
100mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R.
100mmØ x 11.250 PVC Bend, Class 150, B/S w/ R.R.
100mmØ x 22.250 PVC Bend, Class 150, B/S w/ R.R.
100mmØ x 450 PVC Bend, Class 150, B/S w/ R.R.
100mmØ x 900 PVC Bend, Class 150, B/S w/ R.R.

3,500
70
107
86
21

pcs.
pcs.
pcs.
pcs.
pcs.

1,706.00
680.00
703.00
780.00
680.00

GRAND TOTAL

Notes:
A. The Pipe shall be clearly marked (engraved) with the following information spaced at intervals of
one meter:
Php
1.00 Name of Product
Php
2.00 Nominal Outside Diameter
Php
3.00 Series and/or Nominal Pressure
Php
4.00 Manufacturer's name and/or its recognized trademark
Php
5.00 The words "Made in PHL" or "Made in the Phil."
Php
6.00 The words "For Potable Water"
Php
7.00 Date Manufactured
Php
8.00 Serial Number
B. All diameters indicated herein refers to inside diameter
C. Pipes should be subject tom inspection by the ZCWD Technical Personnel upon delivery.
D. One (1) percent of the pipe requirement will be subject to hydrostatic test.
E. Suppliers must be bonafide manufacturer of PVC Pipes in the Philippines.
Prepared by:

MARIE CLAIRE C. BONGO
Officer In-charge
Planning & Development Section

Recommending Approval:

ALEJO S. ROJAS, JR.
Assistant General Manager
Operations Group

file:///var/www/apps/conversion/tmp/scratch_4/263867964.xlsx

Reviewed & Checked by:

MARLI P. ACOSTA-DE FIESTA
Officer In-charge
Planning & Design Division

Approved:

LEONARDO REY D. V
General Manage

Page 5 of 545

ublic of the Philippines
NGA CITY WATER DISTRICT
Street, Zamboanga City

TEM PROJECTS PIPELINE REQUIREMENTS

NT OF WATER SYSTEM AT PATALON

AMOUNT

TOTAL

1,589,992.00
4,218.00

1,594,210.00

1,594,210.00

ATION OF CACAO-LAPAKAN-CABALUAY

AMOUNT
2,613,592.00
10,200.00
7,030.00
3,900.00

2,634,722.00

2,634,722.00

NT OF TICTAPUL-LICOMO-VITALI WATER SYSTEM

AMOUNT
1,073,074.00
2,222,962.00
2,082,000.00
10,880.00
10,560.00
19,080.00
11,508.00
2,418.00

5,432,482.00

5,432,482.00

NT OF MANGGA BOLONG-BOLONG-BUNGUIAOfile:///var/www/apps/conversion/tmp/scratch_4/263867964.xlsx

Page 6 of 545

AMOUNT
3,932,962.00
1,298,266.00
3,400.00
1,406.00
77,653.00
2,160.00

file:///var/www/apps/conversion/tmp/scratch_4/263867964.xlsx

Page 7 of 545

11,718.00
11,536.00
5,339,101.00

5,339,101.00

NT OF DUMALON -ZAMBALES-BALUNO-CAPISANAWIT-SINUNUC-MAASIN WATER SYSTEM PROJECT

Sch. 40 w/ Pipe Support at every 2.00 Linear Meters

e, Class 150 (from Prop. Ground Tank to Junction{Capisan})
Class 150 (from Junction to San Roque)
Class 150 (from Junction to Malagutay)
Class 150 (from Junction Malagutay to Katatagan)
e, Class 150 (from Prop. Ground Tank to Baluno)
AMOUNT
9,324,000.00

30,000.00
50,000.00
93,240.00
1,380.00

9,498,620.00

7,880,250.00
328,792.00
1,131,408.00
812,416.00
144,200.00

10,297,066.00

Class 150 (from Prop. Ground Tank to Junction{Capisan})
5,373,900.00
48,960.00
81,548.00
47,580.00
4,760.00

5,556,748.00

ass 150 (from Junction to San Roque)
711,402.00
54,400.00
87,875.00
file:///var/www/apps/conversion/tmp/scratch_4/263867964.xlsx

Page 8 of 545

42,120.00
1,360.00

897,157.00

868,354.00
46,240.00
82,954.00
45,240.00
680.00

1,043,468.00

s 150 (from Junction Malagutay to Katatagan)
112,596.00

file:///var/www/apps/conversion/tmp/scratch_4/263867964.xlsx

Page 9 of 545

47,600.00
78,736.00
35,880.00
1,360.00

276,172.00

lass 150 (from Prop. Ground Tank to Cawit)
5,971,000.00
47,600.00
75,221.00
67,080.00
14,280.00

6,175,181.00
33,744,412.00

48,744,927.00
Php
-

ollowing information spaced at intervals of not more than

echnical Personnel upon delivery.

Submitted by:

CARLOS L. PEREZ, SR.
Officer In-charge
Engineering Department

LEONARDO REY D. VASQUEZ
General Manager

file:///var/www/apps/conversion/tmp/scratch_4/263867964.xlsx

Page 10 of 545

Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
Project
Location
Scope of Work

:
:
:

Php 3,774.00

Cost of Project

PROPOSED SINUBONG - AYALA PIPELAYING PROJECT
Boundary Patalon-Sinubong to Boundary Talisayan-Ayala, Zamboanga City
I. NON-ENGINEERING BASIC ITEMS
A. FEE'S
B. Public Safety
C. Construction of Temporary Facilities
D. Supervision
II. ENGINEERING BASIC COST ITEMS
A. Hauling of Materials
B. Final Staking/Lay-outing/Line and Grade
C. Pipeline and Appurtenances
C.1.Supply and Laying of Pipeline
Laying of 5,800.00 Linear Meters, 100mmØ PVC Pipe, Class 150
Laying of 300.00 Linear Meters, 100mmØ G.I. Pipe, Sch. 40
Laying of 1,932.00 Linear Meters, 150mmØ PVC Pipe, Class 150
C.2.Laying of Sand Bedding
C.3.Final Backfilling and Compaction
D. Concrete Cutting and Breaking
E. Concrete Restoration Works
F. Valves/Fitting/Inter-connection Works
G. Installation of Eight (8) Units - 75mmØ Fire Hydrants w/ Concrete Barricade
H. Installation of Five (5) Units Blow-off Assembly
I. Installation of Two (2) Units Air-release Assembly
J. Hydrotesting and Disinfection of Pipelines
K. Painting Works
L. Culvert/Drainage/Bridge Crossing
M. Demobilization

#REF!

:

BILL OF MATERIALS & COST ESTIMATES
Item Description

Qty.

I. NON-ENGINEERING BASIC ITEMS
A. FEE'S
1. Supervision Fee (DPWH, 1.5% of D + E)
2. Material Testing
Direct Cost
OCM

Page 11 of 545

1
1

TOTAL COST OF I.A
B. PUBLIC SAFETY
1. Signage & Barricades
a. Signage
a.1. Caution Tape, 3" width x 1,000 ft./roll
a.2. 1.20m x 2.40m Tarpaulin (Project Signage) including
Layout & Printing
12 pcs. - 2" x 4" x 10' Coco Lumber
12 pcs. - 2" x 3" x 10' Coco Lumber
3" C.W. Nail
4" C.W. Nail
b. Barricades (100 Sets)
Materials
12mm thk x 1.20m x 2.40m Ordinary Plywood
200 pcs. - 2" x 2" x 10' Coco Lumber
3" C.W. Nail
4" C.W. Nail
Latex Paint (Thalo Blue)
Latex Paint (Hansa Yellow)
Baby Roller w/ Tray
1/4" Lettering Brush
1/2" Lettering Brush
2" Paint Brush
3" Width Reflectorized Sticker
3" Paint Brush
Labor
2 - Skilled Workers
2 - Laborers
Direct Cost
OCM
TOTAL COST OF I.B

3
3
80
60
2
2

12
667
10
10
12
12
2
1
1
2
200
2

20
20

C. CONSTRUCTION OF TEMP. FACILITIES (Area = 3.00mtrs. X 5.00mtrs., 1 - Unit)
A. Materials:
26 pcs. - 2" x 4" x 10' Coco Lumber
18 pcs. - 2" x 3" x 10' Coco Lumber
26 pcs. - 2" x 2" x 10' Coco Lumber
12mm thk x 1.20m x 2.40m Ordinary Plywood
Gauge 26 x 1.80m Length Corrugated G.I. Roofing Sheets
Gauge 26 x 1.20m x 2.40m G.I. Plain Sheet
2" C.W. Nail
3" C.W. Nail
4" C.W. Nail

Page 12 of 545

173
90
87
18
18
1
5
3
3

Padlock (Big)
3-1/2" Loose Pin Hinges
1/8" G.I. Chain (1Kg. Equal to 2mtrs.)
2" C.W. Umbrella Roofing Nails
B. Labor:
### - Carperters
### - Laborers
Direct Cost
OCM
TOTAL COST OF I.C

1
3
1
2

6
6

D. SUPERVISION
### - Engineering Assistant
Direct Cost
OCM
TOTAL COST OF I.D

170

II. ENGINEERING BASIC COST ITEMS
A. HAULING OF MATERIALS
Pipelines (from Motorpool to Brgy. Sinubong)
A. Laborers
4 - Laborers
### - Driver
B. Equipment Rental/Fuel:
### - Unit - Boom Truck
Diesel Fuel
Engine Oil
Direct Cost
OCM
TOTAL COST OF HAULING OF MATERIALS
B. FINAL STAKING/LAY-OUTING/LINE AND GRADE
A. Labor:
### - Skilled Worker
### - Contractual Laborers
Direct Cost
OCM
TOTAL COST OF FINAL STAKING/LAY-OUTING/LINE AND GRADE
C. PIPELINES & APPURTENANCES:
C.1. SUPPLY AND LAYING OF PIPELINE
A. Materials:
1. 100mmØ PVC Pipeline
100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R.
100mmØ C.I. Sleeve Type Flexible Coupling (PVC)

Page 13 of 545

25
25
25
750
3

9
9

959
12

100mmØ x 22.5o PVC Bend, Class 150, B/S, w/ R.R.
100mmØ x 11.25o PVC Bend, Class 150, B/S, w/ R.R.
100mmØ x 45o PVC Bend, Class 150, B/S, w/ R.R.
100mmØ x 90o PVC Bend, Class 150, B/S, w/ R.R.
Polyethelyne Warning Tape, "Attention Water Main", 3"W x 1,000ft/roll
Margarine
B. Labor:
### - Pipefitter
### - Carpenter
### - Welder/Steelman
### - Mason
### - Laborers

12
12
12
12
18
48

62
62
62
62
62

C. Equipment Rental/Fuel:
### - Unit Backhoe (w/ Operator)
Diesel
Direct Cost
OCM

46
1,840

2. 150mmØ PVC Pipeline
150mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R.
150mmØ x 11.25o PVC Bend, Class 150, B/S, w/ R.R.
150mmØ C.I. Sleeve Type Flexible Coupling (PVC)
150mmØ x 22.50o PVC Bend, Class 150, B/S, w/ R.R.
150mmØ x 90o PVC Bend, Class 150, B/S, w/ R.R.
150mmØ x 45o PVC Bend, Class 150, B/S, w/ R.R.
Polyethelyne Warning Tape, "Attention Water Main", 3"W x 1,000ft/roll
Margarine
For Concrete Thrust Block
Portland Cement
Washed Sand
Gravel (G-1)
B. Labor:
### - Pipefitter
### - Carpenter
### - Welder/Steelman
### - Mason
### - Laborers

322
4
4
4
4
4
18
16
15
1
2

25
25
25
25
25

C. Equipment Rental/Fuel:
### - Unit Backhoe (w/ Operator)
Diesel
Direct Cost
OCM

18
720

Page 14 of 545

TOTAL COST OF ITEM C.1.
C.2. LAYING OF SAND BEDDING (7,686.00 Linear meters of Sand Bedding)
A. Materials:
Washed Sand
B. Labor:
### - Laborers
Direct Cost
OCM
TOTAL COST OF ITEM C.2.

1,377

87

C.3. FINAL BACKFILLING & COMPACTION
A. Materials:
Item 201
Item 200
B. Labor:
### - Operators
### - Laborers

1,260
1,218

87
87

B. Equipment Rental/Fuel:
### - Units Tamper Rammer
### - Units Plate Compactor
Special Gasoline
Direct Cost
OCM
TOTAL COST OF ITEM C.3.

44
43
1,056

TOTAL COST OF PIPELINES & APPURTENANCES
D. CONCRETE CUTTING & BREAKING ( 148.00 Linear Meters of Concrete Cutting & Breaking)
D.1. Concrete Cutting
A. Equipment Rental/Fuel:
1 - Unit Concrete Cutter
27
Special Gasoline
108
B. Labor:
### - Operator
27
### - Laborer
27
Direct Cost
OCM
D.2. Concrete Breaking (148 Sq. Mtrs.)
A. Equipment Rental/Fuel:

Page 15 of 545

1 - Unit Jackhammer w/ Compressor
Diesel Fuel
Hydraulic Engine Oil
B. Labor:
### - Operator
### - Laborers
Direct Cost
OCM

10
100
2

10
10

TOTAL COST OF CONCRETE CUTTING & CONCRETE BREAKING
E. CONCRETE RESTORATION WORKS (30.00 Cubic Meters)
A. Materials:
Portland Cement (Type 1P)
Washed Sand
Gravel (G-1)
Concrete Admixture (150 grams/pack)
Curing Compound
Epoxy Bond (1L)
B. Labor:
### - Mason
### - Operator
### - Laborers

385
15
30
385
19
8

13
13
13

C. Equipment Rental/Fuel:
### - Unit Concrete Vibrator
### - Unit Concrete Bagger Mixer
Special Gasoline
Direct Cost
OCM

13
13
257

TOTAL COST OF CONCRETE RESTORATION
G. VALVES/FITTINGS & INTER-CONNECTION WORKS
A. Materials:
100mmØ C.I. Sleeve Type Flexible Coupling, (PVC)
150mmØ C.I. Sleeve Type Flexible Coupling, (PVC-C.I.)
150mmØ C.I. Sleeve Type Flexible Coupling, (PVC)
100mmØ x 75mmØ C.I. Tee, M/F (NRS)
250mmØ x 150mmØ C.I. Tee, M/F (NRS)
150mmØ x 150mmØ C.I. Tee, M/F (NRS)
150mmØ C.I. Body Gate Valve, F/F (NRS)

Page 16 of 545

1
2
1
10
1
1
2

150mmØ C.I. Adaptor, F/P
100mmØ C.I. Body Gate Valve, M/M (NRS)
75mmØ C.I. Body Gate Valve, F/F (NRS)
75mmØ C.I. Blind Flange
150mmØ C.I. Telescopic Valve Steel Cover
150mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R.
16mmØ x 75mm Hex. Head Stainless Bolts, w/ Washer & Nuts
150mmØ x 100mmØ PVC Reducer, Class 150, B/S w/ R.R.
6mmthk Rubber Gasket
Portland Cement
Washed Sand
Gravel (G-1)
12mmØ x 6.00m Def. Reinforcing Steel Bar (Grade 20)
B. Labor:
### - Pipefitter
### - Laborers
Direct Cost
OCM

2
2
10
10
14
2
148
1
29
7
0.50
1
1

12
12

TOTAL COST OF VALVES/FITTINGS & INTER-CONNECTION WORKS
H. INSTALLATION OF EIGTH (8) UNITS - 75MMØ FIRE HYDRANTS W/ CONCRETE BARRICADE
A. Materials:
75mmØ C.I. Body Gate Valve, (NRS), F/F w/ 16mm thk Steel
8
Ring Flange w/ Stainless Bolt w/ Nut & Washer
100mmØ x 75mmØ C.I. Tee, M/F w/ 16mm thk Steel Ring Flange
6
150mmØ x 75mmØ C.I. Tee, M/F w/ 16mm thk Steel Ring Flange
2
w/ Stainless Bolt w/ Nut & Washer
75mmØ x 90º G.I. Elbow, Sch. 40
8
75mmØ x 6.00m G.I. Pipe, Sch.40
5
75mmØ Angle Valve w/ 63mmØ Hose Connector
8
150mmØ C.I. Valve Cover
8
6mm thk Rubber Gasket
24
Portland Cement
32
Washed Sand
2
Gravel (G-1)
3
25mm Teflon Tape
30
16mmØ x 6.00m Deformed Rein. Steel Bar (Grade 20)
24
mm
12 Ø x 6.00m Deformed Rein. Steel Bar (Grade 20)
1
10mmØ x 6.00m Deformed Rein. Steel Bar (Grade 20)
10
#16 G.I. Tie-wire
3
Concrete Neutralizer
1
Latex Primer
1
Latex Paint Black
1

Page 17 of 545

Latex Paint Yellow
Quick Dry Enamel Red paint
Paint Thinner
2" Paint Brush
1" Paint Brush
25mm Masking Tape
12mm thk x 1.20m x 2.40m Ordinary Plywood
12pcs. - 2" x 2" x 8' Coco Lumber
2" C.W. Nail
4" C.W. Nail
B. Labor:
### - Pipefitter
### - Laborers
Direct Cost
OCM
TOTAL DIRECT COST OF FIRE HYDRANTS W/ CONCRETE BARRICADE
I. INSTALLATION OF FIVE (5) UNITS- BLOW-OFF ASSEMBLY:
a. Materials :
1. Tap at 100mmØ PVC Pipe
100mmØ C.I. Body Gate Valve, (NRS), F/F w/ 16mm thk Steel
Ring Flange w/ Stainless Bolt w/ Nut & Washer
100mmØ x 100mmØ C.I. Tee, M/F
100mmØ x 6.00m G.I. Pipe, Sch. 40
150mmØ C.I. Telescopic Valve Cover
6mmthk Rubber Gasket
16mmØ x 75mm Hex. Head Stainless Bolts w/ Nut & Washer
150mmØ x 6.00m PVC Pipe, Class 150, B/S
2. Tap at 150mmØ PVC Pipe
100mmØ C.I. Body Gate Valve, (NRS), F/F w/ 16mm thk Steel
Ring Flange w/ Stainless Bolt w/ Nut & Washer
150mmØ x 100mmØ C.I. Tee, M/F
100mmØ x 6.00m G.I. Pipe, Sch. 40
150mmØ C.I. Telescopic Valve Cover
6mmthk Rubber Gasket
16mmØ x 75mm Hex. Head Stainless Bolts w/ Nut & Washer
150mmØ x 6.00m PVC Pipe, Class 150, B/S
Portland Cement
Washed Sand
Gravel (G-1)
12mmØ x 6.00m Def. Reinforcing Steel Bar (Grade 20)
#16 G.I. Tie-wire
b. Labor :
### - Pipefitter

1
1
1
3
3
5
1
32
2
2

12
12

3
3
3
3
4
12
1
2
2
2
2
6
24
1
4
0.10
0.20
1
2

4

Page 18 of 545

### - Mason
### - Laborers

4
4

c. Equipment Rental :
### - Unit Welding Machine
Direct Cost
OCM

3

Total Cost of Blow-off Assembly
J. INSTALLATION OF TWO (2) UNITS - AIR- RELEASE ASSEMBLY
a. Materials :
1. Tap at 100mmØ PVC Pipe
Portland Cement
Sand
Gravel
10mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
#16 G.I. Tie-wire
12mm x 12mm x 6.00m Square Bar
19mmØ Automatic Air Release Valve, PN16, Male Threaded Size
(BSP/NPT), Polypropylene Material
100mmØ x 19mmØ C.I. Saddle Clamp w/ Hex. Head Stainless
Steel Bolts w/ Nut & Washer
mm
19 Ø x 1.10m G.I. Nipple, Sch. 40 (Standard BSP Thread)
19mmØ Brass Gate Valve
19mmØ G.I. Coupling
Hacksaw Blade
6011 Welding Rod
Red Lead Metal Primer
Quick Dry Enamel, Color Blue
Paint Thinner
1" Paint Brush

1
0.10
0.20
1
1
1
1
1
1
1
1
1
0.50
1
1
1
1

b. Labor:
### - Welder
### - Mason
### - Pipefitter
### - Laborers

2
2
2
2

c. Equipment Rental
### - Unit Welding Machine

1

2. Tap at 150mmØ PVC Pipe
19mmØ Automatic Air Release Valve, PN16, Male Threaded Size
(BSP/NPT), Polypropylene Material
mm
19 Ø x 1.10m G.I. Nipple, Sch. 40 (Standard BSP Thread)

Page 19 of 545

1
1

150mmØ x 19mmØ C.I. Saddle Clamp w/ Hex. Head Stainless
Steel Bolts w/ Nut & Washer
19mmØ Brass Gate Valve
19mmØ G.I. Coupling
12mm x 12mm x 6.00m Square Bar
Portland Cement
Sand
Gravel
10mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
#16 G.I. Tie-wire
Red Lead Metal Primer
Quick Dry Enamel, Color Blue
Paint Thinner
1" Paint Brush
6011 Welding Rod
Hacksaw Blade

1
1
1
1
1
0.10
0.20
1
1
1
1
1
1
0.50
1

b. Labor:
### - Welder
### - Pipefitter
### - Laborers

2
2
2

c. Equipment Rental
### - Unit Welding Machine

2

Direct Cost
OCM
Total Cost of Air-release Assembly
K. HYDRO-TESTING & DISINFECTION OF PIPELINES
A. Materials:
100mmØ x 19mmØ C.I. Saddle Clamp, w/ Stainless Bolts w/ Nut
and Washer
150mmØ x 19mmØ C.I. Saddle Clamp, w/ Stainless Bolts w/ Nut
and Washer
100mmØ C.I. Mechanical Cap
150mmØ C.I. Mechanical Cap
19mmØ x 60.00m P.E. Tubing, SDR-11
19mmØ Brass Corporation Cock
19mmØ G.I. End Plug
25mm Teflon Tape
Chlorine Powder
Potable Water
B. Labor:
### - Pipefitter

12
4
2
2
0.50
4
16
8
12
166

16

Page 20 of 545

### - Contractual Laborers

16

C. Equipment Rental/Fuel/Oil & Lubricants:
### - Unit Hydrotesting Machine
Gasoline
Engine Oil
Direct Cost
OCM
TOTAL DIRECT COST OF HYDRO-TESTING & DISINFECTION WORKS
L. PAINTING WORKS
(Note: Painting of 300.00 Linear Meters 75mmØ G.I. Pipe)
A. Materials:
Red Lead Metal Primer Paint
Quick Dry Enamel Paint Blue
Paint Thinner
2" Paint Brush
1" Paint Brush
B. Labor:
### - Painter
### - Laborers
Direct Cost
OCM

16
64
5

6
12
1
2
2

5
5

TOTAL DIRECT COST OF PAINTING WORKS
M. CULVERT & BRIDGE CROSSING
M.1. Culvert Crossing
A. Materials:
100mmØ x 450 PVC Bend, Class 150, B/S w/ R.R.
150mmØ x 450 PVC Bend, Class 150, B/S w/ R.R.
150mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R.
100mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R.
Portland Cement
Washed Sand
Gravel (G-1)
16mmØ x 6.00m Deformed Reinforcing Steel Bars (Grade 20)
12mmØ x 6.00m Deformed Reinforcing Steel Bars (Grade 20)
Hacksaw Blade
#16 G.I. Tie-wire
B. Labor:
1 - Pipefitter
4 - Laborers

4
12
2
2
47
2
4
20
47
6
5

5
5

Page 21 of 545

Direct Cost
OCM
M.2. Bridge Crossing
A. Materials:
1. At Busugan Bridge
100mmØ x 6.00m G.I. Pipe, Sch. 40
100mmØ G.I. Coupling, Sch. 40
100mmØ x 450 G.I. Bend, Sch. 40
100mmØ C.I. Sleeve Type Flexible Coupling, (PVC-G.I.)
16mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
10mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
#16 G.I. Tie-wire
5mmthk x 50mm x 6.00m Flat Bar
12mmØ x 6.00m Plain Round Bar
12mmØ x 100mm M.S. G.I. Bolt w/ Washer & Nut
Portland Cement
Washed Sand
Gravel (G-1)
8pcs.- 2" x 2" x 8' Coco Lumber
12mm thk. x 1.20m x 2.40m Ordinary Plywood
2" C.W. Nail
4" C.W. Nail
2. At Sinubong Bridge
100mmØ x 6.00m G.I. Pipe, Sch. 40
100mmØ G.I. Coupling, Sch. 40
100mmØ x 450 G.I. Bend, Sch. 40
100mmØ C.I. Sleeve Type Flexible Coupling, (PVC-G.I.)
16mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
10mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
#16 G.I. Tie-wire
5mmthk x 50mm x 6.00m Flat Bar
12mmØ x 6.00m Plain Round Bar
12mmØ x 100mm M.S. G.I. Bolt w/ Washer & Nut
Portland Cement
Washed Sand
Gravel (G-1)
8pcs.- 2" x 2" x 8' Coco Lumber
12mm thk. x 1.20m x 2.40m Ordinary Plywood
2" C.W. Nail
4" C.W. Nail
3. At Near Gate #2 of WMSU Agriculture
100mmØ x 6.00m G.I. Pipe, Sch. 40
100mmØ G.I. Coupling, Sch. 40
100mmØ x 450 G.I. Bend, Sch. 40
100mmØ C.I. Sleeve Type Flexible Coupling, (PVC-G.I.)

Page 22 of 545

10
8
4
2
2
2
1
11
6
160
2
0.10
0.20
21
1
1
1
6
4
4
2
2
2
1
8
4
120
2
0.10
0.20
21
1
1
1
3
2
4
2

16mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
10mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
#16 G.I. Tie-wire
5mmthk x 50mm x 6.00m Flat Bar
12mmØ x 6.00m Plain Round Bar
12mmØ x 100mm M.S. G.I. Bolt w/ Washer & Nut
Portland Cement
Washed Sand
Gravel (G-1)
8pcs.- 2" x 2" x 8' Coco Lumber
12mm thk. x 1.20m x 2.40m Ordinary Plywood
2" C.W. Nail
4" C.W. Nail
4. At San Ramon Bridge #2
100mmØ x 6.00m G.I. Pipe, Sch. 40
100mmØ G.I. Coupling, Sch. 40
100mmØ x 450 G.I. Bend, Sch. 40
100mmØ C.I. Sleeve Type Flexible Coupling, (PVC-G.I.)
16mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
10mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
#16 G.I. Tie-wire
5mmthk x 50mm x 6.00m Flat Bar
12mmØ x 6.00m Plain Round Bar
12mmØ x 100mm M.S. G.I. Bolt w/ Washer & Nut
Portland Cement
Washed Sand
Gravel (G-1)
8pcs.- 2" x 2" x 8' Coco Lumber
12mm thk. x 1.20m x 2.40m Ordinary Plywood
2" C.W. Nail
4" C.W. Nail
5. At San Ramon Bridge #1
100mmØ x 6.00m G.I. Pipe, Sch. 40
100mmØ G.I. Coupling, Sch. 40
100mmØ x 450 G.I. Bend, Sch. 40
100mmØ C.I. Sleeve Type Flexible Coupling, (PVC-G.I.)
16mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
10mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
#16 G.I. Tie-wire
5mmthk x 50mm x 6.00m Flat Bar
12mmØ x 6.00m Plain Round Bar
12mmØ x 100mm M.S. G.I. Bolt w/ Washer & Nut
Portland Cement
Washed Sand
Gravel (G-1)
8pcs.- 2" x 2" x 8' Coco Lumber
12mm thk. x 1.20m x 2.40m Ordinary Plywood
2" C.W. Nail

Page 23 of 545

2
2
1
1
2
44
2
0.10
0.20
21
1
1
1
17
16
4
2
2
2
1
14
8
216
2
0.10
0.20
21
1
1
1
8
7
4
2
2
2
1
5
3
80
2
0.10
0.20
21
1
1

4" C.W. Nail
6. At Talisayan Bridge
100mmØ x 6.00m G.I. Pipe, Sch. 40
100mmØ G.I. Coupling, Sch. 40
100mmØ x 450 G.I. Bend, Sch. 40
100mmØ C.I. Sleeve Type Flexible Coupling, (PVC-G.I.)
16mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
10mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)
#16 G.I. Tie-wire
5mmthk x 50mm x 6.00m Flat Bar
12mmØ x 6.00m Plain Round Bar
12mmØ x 100mm M.S. G.I. Bolt w/ Washer & Nut
Portland Cement
Washed Sand
Gravel (G-1)
8pcs.- 2" x 2" x 8' Coco Lumber
12mm thk. x 1.20m x 2.40m Ordinary Plywood
2" C.W. Nail
4" C.W. Nail

1
4
3
4
2
2
2
1
3
2
36
2
0.10
0.20
21
1
1
1

7. Others
5mmthk x 38mm x 6.00m Flat Bar
16mmØ x 150mm M.S. G.I. Bolt w/ Washer & Nut
6011 Welding Rod
Hacksaw Blade
Red Lead Metal Primer Paint
Quick Dry Enamel Paint Blue
Paint Thinner
2" Paint Brush
1" Paint Brush

1
24
2
10
1
2
1
2
2

B. Labor:
1 - Welder
4 - Contractual Laborers

24
24

C. Equipment Rental:
1 - Unit Welding Machine
Direct Cost
OCM

15

TOTAL COST OF CULVERT & BRIDGE CROSSING
Q. DEMOBILIZATION
B. Labor:
### - Contractual Laborers

5

Page 24 of 545

Direct Cost
OCM
TOTAL DIRECT COST OF DEMOBILIZATION
SUMMARY
I. NON-ENGINEERING BASIC ITEMS
A. FEE'S
B. Public Safety
C. Construction of Temporary Facilities
D. Supervision
II. ENGINEERING BASIC COST ITEMS
A. Hauling of Materials
B. Final Staking/Lay-outing/Line and Grade
C. Pipeline and Appurtenances
D. Concrete Cutting and Breaking
E. Concrete Restoration Works
F. Valves/Fitting/Inter-connection Works
G. Installation of Eight (8) Units - 75mmØ Fire Hydrants w/ Concrete Barricade
H. Installation of Five (5) Units Blow-off Assembly
I. Installation of Two (2) Units Air-release Assembly
J. Hydrotesting and Disinfection of Pipelines
K. Painting Works
L. Culvert/Drainage/Bridge Crossing
M. Demobilization

Prepared by:

Reviewed & Checked by:

FELIXBERTO R. CAARE, JR.
Researcher/Analyst A, (J.O.)

MARIE CLAIRE C. BONGO
Officer-In-Charge
Planning & Development Section

Approved by:

Certified as to Availability of Funds:

CARLOS L. PEREZ, SR.
Officer-In-Charge
Engineering Department

ROBERTO R. MENDOZA
Assist. General Manager
For Finance and Administration Group

Page 25 of 545

Approved for Project Implementation:

LEONARDO REY D. VASQUEZ
General Manager

Page 26 of 545

he Philippines
Y WATER DISTRICT
amboanga City

amboanga City

pe, Class 150

pe, Class 150

w/ Concrete Barricade

STIMATES
Unit

lot
lot

Unit Cost

8,767.00
80,000.00

Amount

8,767.00
80,000.00

Page 27 of 545

Total Cost

88,767.00
88,767.00
13,315.00

102,082.00

rolls
units

1,800.00
1,300.00

5,400.00
3,900.00

bd.ft.
bd.ft.
kgs.
kgs.

20.00
20.00
63.00
63.00

1,600.00
1,200.00
126.00
126.00

12,352.00

shts.
bd.ft.
kgs.
kgs.
gals.
gals.
pcs.
pc.
pc.
pcs.
ln.ft.
pcs.

750.00
20.00
63.00
63.00
350.00
350.00
98.00
250.00
350.00
20.00
35.00
40.00

9,000.00
13,340.00
630.00
630.00
4,200.00
4,200.00
196.00
250.00
350.00
40.00
7,000.00
80.00

39,916.00

days
days

366.00
317.00

14,640.00
12,680.00

bd.ft.
bd.ft.
bd.ft.
shts.
shts.
sht.
kgs.
kgs.
kgs.

20.00
20.00
20.00
750.00
221.00
425.00
70.00
63.00
63.00

3,460.00
1,800.00
1,740.00
13,500.00
3,978.00
425.00
350.00
189.00
189.00

Page 28 of 545

27,320.00
79,588.00
11,938.00
91,526.00

pc.
pairs
kg.
kgs.

150.00
220.00
110.00
65.00

150.00
660.00
110.00
130.00

days
days

366.00
317.00

4,392.00
7,608.00

days

524.00

133,620.00

days
days

317.00
341.00

31,700.00
8,525.00

days
liters
liters

5,000.00
49.00
120.00

125,000.00
36,750.00
360.00

days
days

366.00
317.00

3,294.00
11,412.00

1,706.00
1,510.00

1,636,054.00
18,120.00

pcs.
pcs.

Page 29 of 545

26,681.00

12,000.00
38,681.00
5,802.00
44,483.00

133,620.00
222,586.00
33,388.00
255,974.00

202,335.00
202,335.00
30,350.00
232,685.00

14,706.00
14,706.00
2,206.00
16,912.00

pcs.
pcs.
pcs.
pcs.
rolls
kgs.

703.00
680.00
780.00
1,128.00
1,800.00
85.00

8,436.00
8,160.00
9,360.00
13,536.00
32,400.00
4,080.00

1,730,146.00

days
days
days
days
days

341.00
366.00
366.00
366.00
317.00

21,142.00
22,692.00
22,692.00
22,692.00
1,100,624.00

1,189,842.00

days
liters

10,000.00
54.00

460,000.00
99,360.00

3,686.00
1,635.00
1,510.00
1,723.00
4,204.00
2,334.00
1,800.00
85.00

1,186,892.00
6,540.00
6,040.00
6,892.00
16,816.00
9,336.00
32,400.00
1,360.00

bags
cu.m.
cu.m.

230.00
900.00
850.00

3,450.00
900.00
1,700.00

1,272,326.00

days
days
days
days
days

341.00
366.00
366.00
366.00
317.00

8,525.00
9,150.00
9,150.00
9,150.00
443,800.00

479,775.00

days
liters

10,000.00
54.00

180,000.00
38,880.00

pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
rolls
kgs.

Page 30 of 545

559,360.00
3,479,348.00
521,902.00
4,001,250.00

218,880.00
1,970,981.00
295,647.00

2,266,628.00
6,267,878.00

cu.m.

900.00

1,239,300.00

1,239,300.00

days

317.00

110,316.00

110,316.00
1,349,616.00
202,442.00
1,552,058.00

cu.m.
cu.m.

450.00
350.00

567,000.00
426,300.00

993,300.00

days
days

341.00
317.00

89,001.00
165,474.00

254,475.00

days
days
liters

500.00
500.00
60.00

66,000.00
64,500.00
63,360.00

Php

193,860.00
1,441,635.00
216,245.00
1,657,880.00
9,477,816.00

& Breaking)

days
liters

1,500.00
60.00

40,500.00
6,480.00

days
days

341.00
317.00

9,207.00
8,559.00

Page 31 of 545

46,980.00

17,766.00
64,746.00
9,712.00
74,458.00

days
liters
liters

8,500.00
54.00
120.00

85,000.00
5,400.00
240.00

days
days

341.00
317.00

3,410.00
6,340.00

Php

90,640.00

9,750.00
100,390.00
15,059.00
115,449.00
189,907.00

bags
cu.m.
cu.m.
packs
gals.
liters

230.00
900.00
850.00
35.00
540.00
458.00

88,550.00
13,500.00
25,500.00
13,475.00
10,260.00
3,664.00

154,949.00

days
days
days

366.00
341.00
317.00

4,697.00
4,376.00
24,409.00

33,482.00

days
days
liters

800.00
1,500.00
60.00

10,264.00
19,245.00
15,420.00

Php

pc.
pcs.
pc.
pcs.
pc.
pc.
pcs.

1,510.00
2,670.00
2,478.00
3,068.00
12,508.00
4,838.00
10,030.00

44,929.00
233,360.00
35,004.00
268,364.00
268,364.00

1,510.00
5,340.00
2,478.00
30,680.00
12,508.00
4,838.00
20,060.00

Page 32 of 545

pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
pc.
kgs.
bags
cu.m.
cu.m.
pc.

days
days

2,832.00
7,316.00
5,074.00
980.00
980.00
3,686.00
85.00
1,420.00
70.00
230.00
900.00
850.00
240.00

5,664.00
14,632.00
50,740.00
9,800.00
13,720.00
7,372.00
12,580.00
1,420.00
2,030.00
1,610.00
450.00
850.00
240.00

341.00
317.00

4,092.00
15,216.00

Php

19,308.00
217,830.00
32,675.00
250,505.00
250,505.00

ETE BARRICADE
pcs.

8,394.00

67,152.00

pcs.
pcs.

4,728.00
5,908.00

28,368.00
11,816.00

297.00
5,200.00
16,000.00
980.00
70.00
230.00
900.00
850.00
22.00
450.00
240.00
165.00
65.00
368.00
584.00
640.00

2,376.00
26,000.00
128,000.00
7,840.00
1,680.00
7,360.00
1,800.00
2,550.00
660.00
10,800.00
240.00
1,650.00
195.00
368.00
584.00
640.00

pcs.
pcs.
sets
sets
kgs.
bags
cu.m.
cu.m.
rolls
pcs.
pc.
pcs.
kgs.
gal.
gal.
gal.

198,522.00

Page 33 of 545

gal.
gal.
qrt.
pcs.
pcs.
rolls
sht.
bd.ft.
kgs.
kgs.

640.00
520.00
90.00
28.00
14.00
25.00
750.00
20.00
70.00
63.00

640.00
520.00
90.00
84.00
42.00
125.00
750.00
640.00
140.00
126.00

days
days

341.00
317.00

4,092.00
15,216.00

pcs.

10,164.00

30,492.00

pcs.
pcs.
pcs.
kgs.
pcs.
pc.

3,068.00
7,200.00
980.00
70.00
85.00
3,686.00

9,204.00
21,600.00
2,940.00
280.00
1,020.00
3,686.00

pcs.

10,164.00

20,328.00

4,838.00
7,200.00
980.00
70.00
85.00
3,686.00
230.00
900.00
850.00
240.00
65.00

9,676.00
14,400.00
1,960.00
420.00
2,040.00
3,686.00
920.00
90.00
170.00
240.00
130.00

341.00

1,364.00

pcs.
pcs.
pcs.
kgs.
pcs.
pc.
bags
cu.m.
cu.m.
pc.
kgs.

days

Page 34 of 545

303,236.00

19,308.00
322,544.00
48,382.00
370,926.00

123,282.00

days
days

366.00
317.00

1,464.00
2,536.00

days

2,160.00

6,480.00

230.00
900.00
850.00
165.00
86.00
265.00
16,400.00

230.00
90.00
170.00
165.00
86.00
265.00
16,400.00

pc.

1,013.00

1,013.00

pc.
pc.
pc.
pc.
kg.
qrt.
qrt.
qrt.
pc.

288.00
537.00
15.00
52.00
145.00
115.00
140.00
105.00
14.00

288.00
537.00
15.00
52.00
73.00
115.00
140.00
105.00
14.00

19,758.00

days
days
days
days

366.00
366.00
341.00
317.00

732.00
732.00
682.00
1,268.00

3,414.00

2,160.00

2,160.00

pc.

16,400.00

16,400.00

pc.

288.00

288.00

bag
cu.m.
cu.m.
pc.
kg.
pc.
pc.

day

Page 35 of 545

5,364.00

6,480.00
135,126.00
20,269.00
155,395.00

2,160.00
25,332.00

pc.

1,520.00

1,520.00

pc.
pc.
pc.
bag
cu.m.
cu.m.
pc.
kg.
qrt.
qrt.
qrt.
pc.
kg.
pc.

537.00
15.00
265.00
230.00
900.00
850.00
165.00
86.00
115.00
140.00
105.00
14.00
145.00
52.00

537.00
15.00
265.00
230.00
90.00
170.00
165.00
86.00
115.00
140.00
105.00
14.00
73.00
52.00

20,265.00

days
days
days

366.00
341.00
317.00

732.00
682.00
1,268.00

2,682.00

days

2,160.00

4,320.00

4,320.00
27,267.00
52,599.00
7,890.00
60,489.00

pcs.

460.00

5,520.00

pcs.

700.00

2,800.00

1,170.00
1,890.00
3,000.00
367.00
37.00
22.00
364.00
54.00

2,340.00
3,780.00
1,500.00
1,468.00
592.00
176.00
4,368.00
8,964.00

341.00

5,456.00

pcs.
pcs.
roll
pcs.
pcs.
pcs.
kgs.
cu.m.

days

Page 36 of 545

13,332.00

days

317.00

20,288.00

days
liters
liters

500.00
60.00
120.00

8,000.00
3,840.00
600.00

gals.
gals.
gal.
pcs.
pcs.

440.00
520.00
279.00
28.00
14.00

2,640.00
6,240.00
279.00
56.00
28.00

days
days

366.00
317.00

1,830.00
6,340.00

Php

pcs.
pcs.
pcs.
pc.
bags
cu.m.
cu.m.
pcs.
pcs.
pcs.
kgs.

days
days

25,744.00

12,440.00
51,516.00
7,727.00
59,243.00

9,243.00

8,170.00
17,413.00
2,612.00
20,025.00
20,025.00

780.00
2,334.00
3,686.00
1,706.00
230.00
900.00
850.00
450.00
240.00
52.00
65.00

3,120.00
28,008.00
7,372.00
3,412.00
10,810.00
1,800.00
3,400.00
9,000.00
11,280.00
312.00
325.00

78,839.00

341.00
317.00

1,705.00
6,340.00

8,045.00

Page 37 of 545

86,884.00
8,688.00
95,572.00

pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
kg.
pcs.
pcs.
pcs.
bags
cu.m.
cu.m.
bd.ft.
sht.
kg.
kg.

7,200.00
388.00
813.00
1,780.00
450.00
165.00
65.00
1,100.00
353.00
39.00
230.00
900.00
850.00
20.00
750.00
70.00
63.00

72,000.00
3,104.00
3,252.00
3,560.00
900.00
330.00
65.00
12,100.00
2,118.00
6,240.00
460.00
90.00
170.00
420.00
750.00
70.00
63.00

pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
kg.
pcs.
pcs.
pcs.
bags
cu.m.
cu.m.
bd.ft.
sht.
kg.
kg.

7,200.00
388.00
813.00
1,780.00
450.00
165.00
65.00
1,100.00
353.00
39.00
230.00
900.00
850.00
20.00
750.00
70.00
63.00

43,200.00
1,552.00
3,252.00
3,560.00
900.00
330.00
65.00
8,800.00
1,412.00
4,680.00
460.00
90.00
170.00
420.00
750.00
70.00
63.00

pcs.
pcs.
pcs.
pcs.

7,200.00
388.00
813.00
1,780.00

21,600.00
776.00
3,252.00
3,560.00

Page 38 of 545

pcs.
pcs.
kg.
pc.
pcs.
pcs.
bags
cu.m.
cu.m.
bd.ft.
sht.
kg.
kg.

450.00
165.00
65.00
1,100.00
353.00
39.00
230.00
900.00
850.00
20.00
750.00
70.00
63.00

900.00
330.00
65.00
1,100.00
706.00
1,716.00
460.00
90.00
170.00
420.00
750.00
70.00
63.00

pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
kg.
pcs.
pcs.
pcs.
bags
cu.m.
cu.m.
bd.ft.
sht.
kg.
kg.

7,200.00
388.00
813.00
1,780.00
450.00
165.00
65.00
1,100.00
353.00
39.00
230.00
900.00
850.00
20.00
750.00
70.00
63.00

122,400.00
6,208.00
3,252.00
3,560.00
900.00
330.00
65.00
15,400.00
2,824.00
8,424.00
460.00
90.00
170.00
420.00
750.00
70.00
63.00

pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
kg.
pcs.
pcs.
pcs.
bags
cu.m.
cu.m.
bd.ft.
sht.
kg.

7,200.00
388.00
813.00
1,780.00
450.00
165.00
65.00
1,100.00
353.00
39.00
230.00
900.00
850.00
20.00
750.00
70.00

57,600.00
2,716.00
3,252.00
3,560.00
900.00
330.00
65.00
5,500.00
1,059.00
3,120.00
460.00
90.00
170.00
420.00
750.00
70.00

Page 39 of 545

kg.

63.00

63.00

7,200.00
388.00
813.00
1,780.00
450.00
165.00
65.00
1,100.00
353.00
39.00
230.00
900.00
850.00
20.00
750.00
70.00
63.00

28,800.00
1,164.00
3,252.00
3,560.00
900.00
330.00
65.00
3,300.00
706.00
1,404.00
460.00
90.00
170.00
420.00
750.00
70.00
63.00

502,509.00

kg.
pcs.
kgs.
pcs.
gal.
gals.
gal.
pcs.
pcs.

896.00
58.00
145.00
52.00
440.00
520.00
279.00
28.00
14.00

896.00
1,392.00
290.00
520.00
440.00
1,040.00
279.00
56.00
28.00

4,941.00

days
days

366.00
317.00

8,784.00
30,432.00

39,216.00

days

2,160.00

32,400.00

pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
kg.
pcs.
pcs.
pcs.
bags
cu.m.
cu.m.
bd.ft.
sht.
kg.
kg.

Php

days

317.00

32,400.00
579,066.00
86,860.00
665,926.00
761,498.00

88,760.00

Page 40 of 545

88,760.00

88,760.00
8,876.00
97,636.00

MARY

Php

#REF!
133,620.00

Php
Php
Php
Php
Php
Php
Php
Php
Php
Php
Php
Php
Php
Php
Php
#REF!

232,685.00
16,912.00
9,477,816.00
189,907.00
268,364.00
250,505.00
370,926.00
155,395.00
60,489.00
59,243.00
20,025.00
761,498.00
97,636.00

Submitted by:

MARLI P. ACOSTA-DE FIESTA
Officer-In-Charge
Planning & Design Division
Recommending Approval for
Project Implementation:

ALEJO S. ROJAS, JR.
Assistant General Manager for Operations

Page 41 of 545

Page 42 of 545

PROJECT TITLE:
LOCATION:

Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF ONE (1) LOT FI
PROPOSED SECOND FLOOR RENOVATION
ZAMBOANGA CITY
BREAKDOWN OF EXPENDITURES

I-ESTIMATED COST
A. DIRECT COST:
1. Mobilization/Demobilization
2. Environmental Compliance and Permits
3. Materials
4. Labor (including fringe benefits)
5. Equipment Expenses
B. INDIRECT COST:
1. Overhead, Contingency, Miscellaneous
2. Profit
3. Comprehensive All Risk In surance
4. Value Added Tax (12% od EDC, OCM & Profit)
5. Material Testing (7% of 1% of OCM)
SUB-TOTAL (CONTRACT COST)
II-ESTIMATED GOVERNMENT EXPENDITURES
1. Engineering & Administrative Overhead
2. POW/Site Acquisition/Pre-Engineering
3. Materials to be Furnished by the Government
4. Materials Quality Control & Hydrology (MQCH)
5. Retention for RO & C.O.
SUB-TOTAL
III-CONTINGENCIES/RESERVED:
1. Physical (up tom 5% of the Estimated Contract Cost)
2. Price Escalation (up to 12% of the Estimated Contract Cost)
3. Preliminary Engineering
TOTAL ESTIMATED PROJECT COST

Prepared & Designed By:

MARK BENEDICT C. REYES
Senior Engineer A (M.E.) - J.O.

Approved By:

MARLI P. ACOSTA- DE FIESTA
Officer-In-Charge
Engineering Department

Recommencding Project Implementation:

ARNULFO A. ALFONSO
OIC - Head, Technical Services Group

epublic of the Philippines
ANGA CITY WATER DISTRICT
ar Street, Zamboanga City
COMMISSIONING OF ONE (1) LOT FIRE SPRINKLER SYSTEM FOR
TION

TURES

% OF TOTAL

AMOUNT

#REF!

#REF!
#REF!
#REF!
#REF!
#REF!

#REF!

#REF!

#REF!

#REF!

#REF!

#REF!
#REF!

Checked & Reviewed By:

EDITO M. BAUTISTA, JR.
Officer-In-Charge
Design Division

Approved Project Implementation:

LEONARDO REY D. VASQUEZ
General Manager A

Repub
ZAMBOANG
Pilar St

INDIVIDUA

PROJECT/LOCATION OF PROJECT:

SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF ONE (1) LOT FIR
PROPOSED SECOND FLOOR RENOVATION
PROJECT CATEGORY:
ELECTROMECHANICAL EQUIPMENT

PROJECT DESCRIPTION:
Construction of Modular Ground Tank at Brgy. Baluno & Sitio Bandera Brgy. Dulian

Description
One-Bagger Mixer
Concrete Vibrator
Power Saw
Tamper Rammer
Bar Bender
Bar Cutter/Cut-Off Saw
Hauling Truck/Cargo Truck
Water Truck
Tile Cutter/Angular Grinder

No.
4
4
1
2
4
4
4
2
4

MINIMUM EQUIPMENT REQUIREMENT
Description
Welding Machine

ESTIMATED CO
ITEM NO.

SPL - 5

DESCRIPTION

SUPPLY, INSTALLATION, TESTING & COMMISSIONING VERTICAL MULTI STAGE CENTR

SPL - 5

SUPPLY, INSTALLATION, OF FIRE SPRINKLER SUPPLY PIPES, FITTINGS AND PENDENT T

SPL - 6

SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF 2 LOTS SOFTSTARTER CONTR

Err:509

SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF 15 UNITS SMOKE ALARM DET

Err:509

SUPPLY & INSTALLATION OF STATIC MIXER TANK

Err:509

SUPPLY & INSTALLATION OF CHEMICAL TANK & DOSING PUMP

Err:509

SUPPLY OF CHEMICALS FOR TESTING & COMMISSIONING

Err:509

SUPPLY, INSTALLATION, TESTING & COMMISIONING OF PROGRAMMABLE LOGIC CONT

Err:509
TOTAL

Dumalon Ground Tank_Final

Prepared By:

EDITO M. BAUTISTA, JR.
Officer-In-Charge
Planning & Development Section

MARK BENEDICT C. REYES
Senior Engineer A (M.E.) - J.O.
FELIX FEDERICO N. MENDOZA III
Senior Engineer A (E.E.) - J.O.

Approved By:

Recommencding Project Implementation:

EFREN C. SALVACIOIN
Officer-In-Charge
Engineering Department

Dumalon Ground Tank_Final

H

Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City

INDIVIDUAL PROGRAM OF WORK

APPROPRIATE
:
SOURCE OF FUND
:
ISSUED OBLIGATED
:
AUTHORITY RELEASED :
CALENDAR DAYS
TO COMPLETE
:
DESIRABLE STARTING DATE :

NING OF ONE (1) LOT FIRE SPRINKLER SYSTEM FOR

CONTRACT / /

ADMINISTRATION / X /

& Sitio Bandera Brgy. Dulian

NT REQUIREMENT
Description

No.
4

TECHNICAL PERSONNEL REQU
Description
No.
Construction Foreman
2
Pipefiter
2
Carpenter
4
Mason
4
Steelman
4
Painter
4
Welder
2
Plumber
2
Laborers
16

ESTIMATED COST OF PROPOSED PROJECTS

RIPTION

% OF
TOTAL

RTICAL MULTI STAGE CENTRIFUGAL PUMP WITH MOTOR

DIRECT COST
UNIT

Err:509 cu.m.
Err:509 cu.m.
S, FITTINGS AND PENDENT TYPE
#REF!
2 LOTS SOFTSTARTER CONTROL PANEL WITH ACCESSORIES Err:509
Err:509
15 UNITS SMOKE ALARM DETECTOR
Err:509
Err:509
PUMP
Err:509
G
Err:509
ROGRAMMABLE LOGIC CONTROLLER (PLC)
Err:509 Err:509
TOTAL

Dumalon Ground Tank_Final

Err:509

QTY.

TOTAL

310.00 300,596.00
1.00
473,030.00
1.00
572,785.00
Err:509
47,670.00
Err:509
127,255.00
Err:509
450,634.00
Err:509
250,000.00
Err:509
301,268.00
Err:509 Err:509
Err:509

Checked & Reviewed By:

MARLI P. ACOSTAOfficer-In-Ch
Planning & Desig

lementation:

Approved Project Implementat

ARNULFO A. ALFONSO
Head, Technical Services Group

Dumalon Ground Tank_Final

LEONARDO REY D
General Mana

5/10/2014
DATE

#REF!

upon Approval
CONTRACT / /

ADMINISTRATION / X /

TECHNICAL PERSONNEL REQUIRED
Description

No.

DIRECT COST
ADJUSTED UNIT
UNIT COST

969.66
473,030.00
572,785.00
Err:509
Err:509
Err:509
Err:509
Err:509
Err:509

Dumalon Ground Tank_Final

789.79
614,560.58
336,887.76
Err:509
Err:509
Err:509
Err:509
Err:509
Err:509

Checked & Reviewed By:

MARLI P. ACOSTA- DE FIESTA
Officer-In-Charge
Planning & Design Division

Approved Project Implementation:

LEONARDO REY D. VASQUEZ
General Manager A

Dumalon Ground Tank_Final

DETAILED UNIT PRICE ANALYSI
PROJECT NAME:

SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF ONE (1) LOT F
RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL-3
cu.m.
1.00
1.00

SUPPLY, INSTALLATION, TESTING & COMMISSIONING V
lot/day
lot

Designation
A.

Labor
a.
Construction Foreman
b.
Welder
c.
Skilled worker
d.
Laborer

No. Per

1
1
2
10

Sub-Total for A
Name and Capacity
B.

C.
D.

Equipment
a.
Welding Machine
b.
Industrial Oxygen Cyl.
c.
Acetylene Cyl. Content

Output per hour

=

1
3
2

Sub-Total for B
Total (A+B)
1.00
lot/day

Name and Specifications
E.

No. of U

Materials
a.
Vertical Multi-Stage Centrifugal Pump, Efficiency within 67%,
cast-iron pump head & motor stool, stainless steel impeller/shaft,
diamond polished tungsten carbide mechanical shaft seal,
design for 120 °C max. temperature, vertically coupled to a totally
enclosed fan cooled 5 Hp electric motor, pump should be capable

Quant

1

of delivering 37.42 m3/hr (165 GPM) against 34 meters (111.52 Ft.) TDH,
65mmØ pump suction & discharge diameters, with 2 pieces steel
mating flanges that match the pump suction/discharge
flange, together with the desired size Stainless Steel Bolts
with nuts/washers and 1/4" thick rubber gaskets.
b.

30 Hp, three-phase, 230 VAC, 60 Hz., 3500 RPM Electric Motor

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

NIT PRICE ANALYSIS

SSIONING OF ONE (1) LOT FIRE SPRINKLER SYSTEM FOR PROPOSED SECOND FLOOR

TING & COMMISSIONING VERTICAL MULTI STAGE CENTRIFUGAL PUMP WITH MOTOR

No. Person

No. of Days

Daily Rate

1
1
2
10

4.00
4.00
1.00
4.00

524.00
394.00
366.00
317.00

2,096.00
1,576.00
732.00
12,680.00

P
No. of Units

No. of Days

Daily Rate

1
3
2

4.00
4.00
4.00

3128.00
750.00
1500.00

Unit

1

unit

17,084.00
Amount

12,512.00
9,000.00
12,000.00

P

Quantity

Amount

Unit Cost

250,000.00

33,512.00
50,596.00

Amount

250,000.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

250,000.00
300,596.00
18,035.76
318,631.76
318,631.76

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 6
unit
0.50
1.00

Supply, Installation,testing & commissionng of 1 unit
vertical with complete accessories
unit/day
unit

Designation
A.

Labor
a.
b.
c.

Construction Foreman
Master Electrician
Laborer
Sub-Total for A
Name and Capacity

B.

C.
D.

Equipment
a.
Welding Machine

Output per hour

=

Sub-Total for B
Total (A+B)
0.50
unit/day
Name and Specifications

E.

Materials
a. Horizontal/Vertical Multi-Stage Centrifugal Pump, Efficiency within 67%,
of delivering 68.13 m3/hr (300 GPM) against 70 meters (230 Ft.) TDH,
10mmØ pump suction & discharge diameters, with 2 pieces steel
mating flanges that match the pump suction/discharge
flange, together with the desired size Stainless Steel Bolts
with nuts/washers and 1/4" thick rubber gaskets w/
30 Hp, three-phase, 230 VAC, 60 Hz., 3500 RPM Electric Motor
Sub-Total for E

F.
G.
H.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)

I.
J.
k.

Value Added Tax (VAT)
Total Cost
Total Unit Cost

UNIT PRICE ANALYSIS

ON

sting & commissionng of 1 unit 30 HP centrifugal horizontal/

No. Person

No. of Days

Daily Rate

1
1
2

2
2
2

524.00
366.00
317.00

1,048.00
732.00
1,268.00
P

No. of Units

No. of Days

1

2

Amount

Daily Rate

3,128.00
P

3,048.00
Amount

6,256.00
6,256.00
9,304.00

Quantity

Unit

Unit Cost

1.00

unit

250,000.00

250,000.00

P

250,000.00
259,304.00
15,558.24
25,930.40

6% per D.O. 29 s 2011
10% per D.O. 29 s 2011

Amount

12% per D.O. 29 s 2011

36,095.12
336,887.76
336,887.76

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 8
cu.m.
2.00
30.00

SUPPLY, INSTALLATION, TESTING & COMMISSIONING O
unit/day
unit

Designation
A. Labor
a.
Construction Foreman
b.
Welder
c.
Skilled worker
d.
Laborer

No. Pe

1
2
1
5

Sub-Total for A
Name and Capacity

No. of

B. Equipment
a.
b.
c.

Welding Machine
Industrial Oxygen Cyl.
Acetylene Cyl. Content

C.
D. Output per hour

=

1
3
2

Sub-Total for B
Total (A+B)
2.00
unit/day
Name and Specifications

E. Materials
a.
Main Circuit Breaker 230 VAC, 60A, 3-Phase, 60Hz.
Automatic Combination Motor Soft Starter with By-Pass
Magnetic Contactor & Thermal Overload Relay (15A-23A)
control system with desired motor protection such as:
Electronic over/under voltage Protection Relay, Motor
thermal state with Phase Failure & Unbalance Protections,
Electronic over/underload & Out-Of-Sequence Protection Relay,
Electronic Power-on/Delay timer, Start and stop push buttons

Quan

2.0

with pilot lights, Faults Indicator, Tank Liquid level controller
type LH/RH with electrodes & cables, Automatic and manual
selector switch, Ammeter, Voltmeter, H-O-A Selector Switch,
Lightning Arrester, Desired molded case circuit breakers
& contactor all in NEMA 3R bolt-on-type Steel double
shielding enclosure. 20 meters of (5.5mm²) #10/3 double
jacketed electrical motor cable (10 meters for each pumping unit).
Two (02) rolls each of #23 & #33 Rubber & electrical tapes.

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 23
kgs.
1,440.00
659.83

REINFORCING STEEL BAR, GRADE 33 (BALUNO GUARD H
kg./day
kgs.

Designation
A. Labor
a.
Construction Foreman
b.
Steelman
c.
Laborer

No. Pe

1
2
8

Sub-Total for A
Name and Capacity
B. Equipment
a.
Bar Bender
b.
Bar Cutter
c.
Cargo Truck (10T, 270 Hp)

C.
D. Output per hour

=

No. of

1
1
1

Sub-Total for B
Total (A+B)
1,440.00
kg./day
Name and Specifications

E. Materials
a.
*16mmØ x 6.00m Deformed Reinforced Steel Bar
b.
*12mmØ x 6.00m Deformed Reinforced Steel Bar
c.
*10mmØ x 6.00m Deformed Reinforced Steel Bar
d.
#16 G.I. Tie Wire

Quan

274
240
144
13.

*All sizes referred herein should mean commercially avaiable measurements with toleranc
Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

ZCWD THIRD FLOOR OFFICE RENOVATION

SPL - 24
lot
4.00
1.00

PLUMBING WORKS (BALUNO GUARD HOUSE)
lot/day
lot

Designation
A. Labor
a.
Plumber
b.
Laborer

No. Pe

1
1

Sub-Total for A
Name and Capacity
B. Equipment

No. of

C.
D. Output per hour

=

Sub-Total for B
Total (A+B)
4.00
lot/day
Name and Specifications

Quan

E. Materials
a.
50mmØ x 3.00m. PVC Sanitary Pipe Series 1000
b.
c.
d.
e.

2.0

50mmØ x 90 PVC Sanitary Elbow, Series 1000
50mmØ PVC Coupling, Series 1000
PVC Solvent Cement
100mm x 100mmStainless Floor Drain

3.0
2.0
1.0
1.0

0

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 25
cu.m.
11.20
2.96

STRUCTURAL CONCRETE CLASS A (BALUNO GUARD HOU
cu.m./day
cu.m.

Designation

No. Pe

A. Labor
a.
Construction Foreman
b.
Skilled Laborer
c.
Laborer

1
4
8

Installation of Formworks
a.
Skilled Worker
b.
Laborer

2
4

Sub-Total for A
Name and Capacity

No. of

B. Equipment
a.
One Bagger Mixer (w/ Fuel)
b.
Concrete Vibrator (w/ Fuel)
c.
Water Truck (1000 gal.)

C.
D. Output per hour

=

1
1
1

Sub-Total for B
Total (A+B)
11.20
cu.m./day
Name and Specifications

Quan

E. Materials
a.
*12mm Thk x 1.20m x 2.40m Ordinary Plywood
b.
2" x 2" x 10' Coco Lumber
c.
2" x 3" x 10' Coco Lumber
d.
4" C.W. Nail
e.
3" C.W. Nail
f.
1-1/2" C.W. Nail
g.
Portland Cement
h.
Washed Sand
i.
Gravel

5.0
58.
90.
1.0
0.5
0.5
27.
1.5
3.0

*All sizes referred herein should mean commercially avaiable measurements with toleranc
Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:

ZCWD THIRD FLOOR OFFICE RENOVATION

SPL - 26
sq.m.
8.00

MASONRY WORKS (BALUNO GUARD HOUSE)
sq.m./day

Quantity:

17.53

sq.m.

Designation
A. Labor
a.
Skilled Laborer
b.
Laborer

No. Pe

1
2

Sub-Total for A
Name and Capacity
B. Equipment
a.
One Bagger Mixer (w/ Fuel)
b. Bar Cutter

C.
D. Output per hour

=

No. of

1
1

Sub-Total for B
Total (A+B)
8.00
sq.m./day
Name and Specifications

E. Materials
a.
150mm x 200mm x 400mm CHB (LB)
b.
100mm x 200mm x 400mm CHB (NLB)
c.
Portland Cement
d.
Washed Sand
e.
*10mm.Ø x 6.00m Deformed Reinf. Steel Bar
f.
#16 G.I. Tie Wire

Quan

41.
184
11.
0.7
48.
1.0

*All sizes referred herein should mean commercially avaiable measurements with toleranc
Sub-Total for E
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)

I. Value Added Tax (VAT)
J. Total Cost
k. Total Unit Cost

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 27
sq.m.
16.00
52.00

PLASTERING WORKS (BALUNO GUARD HOUSE)
sq.m./day
sq.m.

Designation
A. Labor
a.
Skilled Laborer
b.
Laborer

No. Pe

2
2

Sub-Total for A
Name and Capacity

No. of

B. Equipment
N.A.

C.
D. Output per hour

=

Sub-Total for B
Total (A+B)
16.00
sq.m./day
Name and Specifications

E. Materials
a.
Portland Cement
b.
Fine Sand

Quan

15.
1.0

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 28
sq.m.
5.00
2.14

TILE WORKS (BALUNO GUARD HOUSE)
sq.m./day
sq.m.

Designation
A. Labor
a.
Skilled Laborer
b.
Laborer

No. Pe

1
1

Sub-Total for A
Name and Capacity
B. Equipment
a.
Tile Cutter/Angular Grinder

No. of

1

C.
D. Output per hour

Sub-Total for B
Total (A+B)
5.00
sq.m./day

=

Name and Specifications

Quan

E. Materials
a.
400mm x 400mm Granite Tiles
b.
Tile Adhesive (25Kg/Bag)
c.
Tile Grout (2 Kg./Pack)

14.
1.0
1.0

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

ZCWD THIRD FLOOR OFFICE RENOVATION

SPL - 29
lot
0.17
1.00

CARPENTRY WORKS (BALUNO GUARD HOUSE)
lot/day
lot

Designation
A. Labor
a.
Skilled Worker
b.
Laborer

No. Pe

1
1
Sub-Total for A
Name and Capacity

B. Equipment

No. of

a.
b.

1
1

Bar Cutter
Welding Machine

C.
D. Output per hour

Sub-Total for B
Total (A+B)
0.17
lot/day

=

Name and Specifications

Quan

E. Materials
Pre-Fab 0.60m x 2.10m Flash Type Door, 50mm x 100mm Mahogany Wood Door Frame w/
a.
6mm Thk Marine Plywood Sheeting & w/ 50mm x 100mm Mahogany Wood Door Jamb

b.
c.
d.
e.

Pre-Fab 0.60m x 1.165m 1-Pannel Window Jamb, 50mm x 150mm Mahogany Wood
Chrome Heavy Duty Door Knob w/ complete accessories
4" x 3" Loose Pin Hinges w/ Screw
4" C.W. Nail

1.0

2.0
1.0
4.0
0.5

Fabrication of Cabinet

a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
n.

4.0
2.0
8.0
1.3
2.6
10.
4.0
4.0
1.0
2.0
1.0
0.5
1.0
1.0

Round Cabinet Handle (Chrome)
Cabinet Lock (Chrome)
Cabinet Concealed Hinges w/ Screw
1" x 2" x 8' Laua-an Lumber
2" x 2" x 8' Laua-an Lumber
2" x 3" x 10' Laua-an Lumber
1" x 6" x 8' Laua-an Lumber
19mm Thk x 1.20m x 2.40m Marine Plyboard
6mm Thk x 1.20m x 2.40m Marine Plyboard
6mm Thk x 50mm x 50mm x 6.00m M.S. Angle Bar
Ga. 16 x 1.20m x 2.40m G.I. Sheet
Welding Rod (6011)
3" C.W. Nail
1" C.W. Finishing Nail

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:

ZCWD THIRD FLOOR OFFICE RENOVATION

SPL - 30
lot
0.50

STEEL WORKS (BALUNO GUARD HOUSE)
lot/day

Quantity:

1.00

lot

Designation
A. Labor
a.
Welder
b.
Laborer

No. Pe

1
1

Sub-Total for A
Name and Capacity
B. Equipment
a.
Welding Machine
b.
Cut-Off Saw/Bar Cutter

C.
D. Output per hour

=

No. of

1
1

Sub-Total for B
Total (A+B)
0.50
lot/day
Name and Specifications

E. Materials
a.
10mm x 10mm x 6.00m M.S. Square Bar
b.
12mm x 12mm x 6.00m M.S. Square Bar
c.
6mm Thk x 50mm x 6.00m M.S. Flat Bar
d.
Hacksaw Blade
e.
6011 Welding Rod

Sub-Total for E
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)

Quan

1.0
4.0
2.0
4.0
8.0

I. Value Added Tax (VAT)
J. Total Cost
k. Total Unit Cost

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 31
lot
1.00
1.00

GLASS WORKS (BALUNO GUARD HOUSE)
lot/day
lot

Designation

No. Pe

A. Labor
N.A.

Sub-Total for A
Name and Capacity

No. of

B. Equipment
N.A.

C.
D. Output per hour

=

Sub-Total for B
Total (A+B)
1.00
lot/day
Name and Specifications

E. Materials
a.
Supply & Installation of 5.5 mm Thk x 13 Blades x 0.60m
width Smoke Glass Jalousies w/ Aluminum Holder

Quan

2.0

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

ZCWD THIRD FLOOR OFFICE RENOVATION

SPL - 32
sq.m.
2.90

WATERPROOFING WORKS (BALUNO GUARD HOUSE)
sq.m.day
sq.m.

Designation

No. Pe

A. Labor
N.A.

Sub-Total for A
Name and Capacity
B. Equipment
N.A.

No. of

C.
D. Output per hour

=

Sub-Total for B
Total (A+B)
0.00
sq.m.day
Name and Specifications

Quan

E. Materials
a.
Bituminous Membrane Polyester Reinforced Waterproofing

2.9

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 33
sq.
20.00
118.29

PAINTING WORKS (BALUNO GUARD HOUSE)
sq.m./day
sq.m.

Designation
A. Labor
a.
Construction Foreman
b.
Painter
c.
Laborer

No. Pe

2.0
2.0
2.0
Sub-Total for A

Name and Capacity

No. of

B. Equipment
N.A.

C.
D. Output per hour

=

Sub-Total for B
Total (A+B)
20.00
sq.m./day
Name and Specifications

E. Materials
a.
Concrete Neutralizer
b.
Solvent Based Acrylic Paint Primer
c.
Solvent Based Acrylic Cast
d.
Solvent Based Acrylic Paint Top Coat White Gloss
e.
Solvent Based Acrylic Reducer
f.
Body Filler w/ Hardener
g.
#150 Sand Paper
h.
#120 Sand Paper
i.
Raw Sienna Tinting Color for Solvent Based Acrylic Paint
j.
Thalo Blue Tinting Color for Solvent Based Acrylic Paint
k.
Lamp Black Tinting Color for Solvent Based Acrylic Paint
l.
Red Oxide Metal Primer
m. Quick Dry Enamel (Royal Blue)
n.
Paint Thinner
o.
Baby Roller
p.
2" Steel Brush
q.
3" Paint Brush
r.
2" Paint Brush
s.
Paint Tray
Sub-Total for E
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I. Value Added Tax (VAT)
J. Total Cost
k. Total Unit Cost

Quan

1.0
5.0
5.0
10.
4.0
1.0
2.0
2.0
3.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0

NIT PRICE ANALYSIS

NG & COMMISSIONING OF 2 LOTS SOFTSTARTER CONTROL PANEL WITH ACCESSORIES

No. Person

No. of Days

Daily Rate

1
2
10
5

15.00
15.00
1.00
15.00

524.00
394.00
366.00
317.00

Amount

7,860.00
11,820.00
3,660.00
23,775.00

P
No. of Units

No. of Days

Daily Rate

1
3
2

15.00
15.00
15.00

3128.00
750.00
1500.00

47,115.00
Amount

46,920.00
33,750.00
45,000.00

P

Quantity

Unit

Unit Cost

2.00

LOTS

200,000.00

125,670.00
172,785.00

Amount

400,000.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

400,000.00
572,785.00
34,367.10
607,152.10
20,238.40

NIT PRICE ANALYSIS

DE 33 (BALUNO GUARD HOUSE)

No. Person

No. of Days

Daily Rate

1
2
8

0.46
0.46
0.46

873.52
366.00
317.00

400.26
335.41
1,162.04

P
No. of Units

No. of Days

Daily Rate

1
1
1

0.23
0.23
0.07

300.00
300.00
8816.00

Unit

Unit Cost

274.92
240.30
144.61
13.00

kgs.
kgs.
kgs.
kgs.

40.50
40.50
40.50
65.00

1,897.71
Amount

68.73
68.73
605.95

P

Quantity

Amount

743.41
2,641.12

Amount

11,134.26
9,732.15
5,856.79
845.00

urements with tolerance of ± 1mm.
P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

27,568.20
30,209.32
1,812.56
32,021.88
48.53

NIT PRICE ANALYSIS

No. Person

No. of Days

Daily Rate

1
1

0.25
0.25

873.52
366.00

218.38
91.50

P
No. of Units

No. of Days

Amount

Daily Rate

309.88
Amount

P

Unit Cost

309.88

Quantity

Unit

Amount

2.00

pcs.

483.00

966.00

3.00
2.00
1.00
1.00

pcs.
pcs.
qrt.
pc.

37.00
16.00
460.00
110.00

111.00
32.00
460.00
110.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

1,679.00
1,988.88
119.33
2,108.21
2,108.21

NIT PRICE ANALYSIS

A (BALUNO GUARD HOUSE)

No. Person

No. of Days

Daily Rate

Amount

1
4
8

0.26
0.26
0.26

873.52
366.00
317.00

230.66
386.59
669.66

2
4

1.06
1.06

366.00
317.00

773.18
1,339.33

P
No. of Units

No. of Days

1
1
1

0.26
0.26
0.03

Daily Rate

1,376.00
972.00
8,520.00

P

Quantity

Unit

5.00
58.00
90.00
1.00
0.50
0.50
27.00
1.50
3.00

shts.
bd.ft.
bd.ft.
kg.
kg.
kg.
bags
cu.m.
cu.m.

Unit Cost

3,399.41
Amount

363.35
256.67
224.98

845.00
4,244.41

Amount

800.00
20.00
20.00
53.00
55.00
60.00
260.00
1,260.00
1,050.00

4,000.00
1,160.00
1,800.00
53.00
27.50
30.00
7,020.00
1,891.64
3,152.73

urements with tolerance of ± 1mm.

NIT PRICE ANALYSIS

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

19,134.87
23,379.28
1,402.76
24,782.04
8,379.39

No. Person

No. of Days

Daily Rate

1
2

2.19
2.19

366.00
317.00

802.00
1,389.25

P
No. of Units

No. of Days

1
1

2.19
2.19

Daily Rate

1,376.00
300.00

P

Quantity

Unit

41.00
184.00
11.00
0.75
48.20
1.00

pcs.
pcs.
bags
cu.m.
kgs.
kg.

Amount

Unit Cost

2,191.25
Amount

3,015.16
657.38

3,672.54
5,863.79

Amount

19.00
14.00
260.00
1,260.00
40.50
65.00

779.00
2,576.00
2,860.00
945.00
1,952.26
65.00

urements with tolerance of ± 1mm.
P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011

9,177.26
15,041.05
902.46
-

0% per D.O. 29 s 2011

15,943.51
909.50

NIT PRICE ANALYSIS

No. Person

No. of Days

Daily Rate

2
2

3.25
3.25

366.00
317.00

2,379.00
2,060.50

P
No. of Units

No. of Days

Daily Rate

P

Quantity

Unit

15.00
1.00

bags.
cu.m.

Amount

Unit Cost

260.00
1,400.00

4,439.50
Amount

4,439.50

Amount

3,900.00
1,400.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

5,300.00
9,739.50
584.37
10,323.87
198.54

NIT PRICE ANALYSIS

No. Person

No. of Days

Daily Rate

1
1

0.43
0.43

366.00
317.00

156.65
135.68

P
No. of Units

No. of Days

1

0.43

Amount

Daily Rate

300.00

292.32
Amount

128.40

P

Quantity

Unit

14.00
1.00
1.00

pcs.
bag
bag

Unit Cost

128.40
420.72

Amount

126.00
284.00
58.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

1,764.00
284.00
58.00

2,106.00
2,526.72
151.60
2,678.33
1,251.55

NIT PRICE ANALYSIS

No. Person

No. of Days

Daily Rate

1
1

6.06
6.06

394.00
317.00

2,387.88
1,921.21
P

No. of Units

No. of Days

Amount

Daily Rate

4,309.09
Amount

1
1

0.61
0.61

Quantity

Unit

1.00

unit

4,000.00

4,000.00

2.00
1.00
4.00
0.50

units
unit
pcs.
kg.

900.00
800.00
140.00
53.00

1,800.00
800.00
560.00
26.50

4.00
2.00
8.00
1.33
2.67
10.00
4.00
4.00
1.00
2.00
1.00
0.50
1.00
1.00

pcs.
pcs.
pcs.
bd.ft.
bd.ft.
bd.ft.
bd.ft.
shts.
sht.
pcs.
sht.
kg.
kg.
kg.

120.00
200.00
65.00
32.00
32.00
32.00
32.00
1,551.00
684.00

480.00
400.00
520.00
42.67
85.33
320.00
128.00
6,204.00
684.00
2,100.00
2,500.00
75.50
55.00
75.00
20,856.00
26,656.00
1,599.36
28,255.36
28,255.36

NIT PRICE ANALYSIS

300.00
2,160.00
P

Unit Cost

1,050.00
2,500.00
151.00
55.00
75.00
P

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

181.82
1,309.09
1,490.91
5,800.00

Amount

No. Person

No. of Days

Daily Rate

1
1

2.00
2.00

394.00
317.00

788.22
634.18

P
No. of Units

No. of Days

1
1

1.00
1.00

Daily Rate

2,160.00
300.00

P

Quantity

Unit

1.00
4.00
2.00
4.00
8.00

pc.
pcs.
pcs.
pcs.
kgs

Unit Cost

1,422.40
Amount

2,160.61
300.09

2,460.70
3,883.10

Amount

210.00
268.00
894.00
65.00
151.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011

Amount

210.00
1,072.00
1,788.00
260.00
1,208.00

4,538.00
8,421.10
505.27
-

0% per D.O. 29 s 2011

8,926.37
8,926.37

NIT PRICE ANALYSIS

No. Person

No. of Days

Daily Rate

Amount

P
No. of Units

No. of Days

Daily Rate

Amount

P

Quantity

Unit

2.00

sets

Unit Cost

800.00

-

Amount

1,600.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

1,600.00
1,600.00
96.00
1,696.00
1,696.00

NIT PRICE ANALYSIS

UNO GUARD HOUSE)

No. Person

No. of Days

Daily Rate

Amount

P
No. of Units

No. of Days

Daily Rate

Amount

P

Quantity

Unit

2.90

sq.mtr.

Unit Cost

-

Amount

1,000.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

2,900.00

2,900.00
2,900.00
174.00
3,074.00
1,060.00

NIT PRICE ANALYSIS

No. Person

No. of Days

Daily Rate

2.00
2.00
2.00

5.91
5.91
5.91

873.52
394.00
317.00

Amount

10,332.76
4,660.58
3,749.75
P

18,743.10

No. of Units

No. of Days

Daily Rate

P

Quantity

Unit

1.00
5.00
5.00
10.00
4.00
1.00
2.00
2.00
3.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00

gals.
gals.
gals.
gals.
gals.
gals.
doz.
doz.
pints
pint.
pint.
gal.
gal.
gal.
set.
pc.
pc.
pc.
pc.

Unit Cost

520.00
882.00
520.00
1,029.00
452.00
546.00
151.00
151.00
105.00
105.00
105.00
570.00
724.00
346.00
58.00
22.00
33.00
27.00
30.00
P

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

Amount

18,743.10

Amount

520.00
4,410.00
2,600.00
10,290.00
1,808.00
546.00
302.00
302.00
315.00
105.00
105.00
570.00
724.00
346.00
58.00
22.00
33.00
27.00
30.00
23,113.00
41,856.10
2,511.37
44,367.46
375.08

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 7

A.

Labor
a.
b.

SUPPLY, INSTALLAT
set
5.00
set/day
15.00
sets

Designation

No. Person

Construction Foreman
Master Electrician

1
1

Sub-Total for A
Name and Capacity
B.

C.
D.

Equipment
N/A
Sub-Total for B
Total (A+B)
Output per hour

=

Name and Specifications
E.

Materials
a.
Smoke alarm detector
Sub-Total for E

F.
G.
H.
I.
J.
k.

No. of Units

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

5.00 set/day
Quantity

15

ANALYSIS

No. of Days

Daily Rate

3
3

524.00
366.00

Amount

1,572.00
1,098.00
2,670.00

No. of Days

Daily Rate

Amount

2,670.00
Unit

Unit Cost

set

3,000.00

6% per D.O. 29 s 2011
10% per D.O. 29 s 2011
12% per D.O. 29 s 2011

Amount

45,000.00
45,000.00
47,670.00
2,860.20
4,767.00
6,635.66
61,932.86
4,128.86

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 10

A.

Labor
a.
b.
c.

SUPPLY & INSTALLAT
LOT
1.00
LOT/DAY
1.00
LOT

Designation

No. Person

Construction Foreman
Skilled worker
Laborer

1
1
5

Sub-Total for A
Name and Capacity
B.

C.
D.

Equipment
a.
Welding Machine
b.
Industrial Oxygen Cyl.
c.
Acetylene Cyl. Content

1
3
2

Sub-Total for B
Total (A+B)
Output per hour
Name and Specifications

E.

No. of Units

Materials
a.

=
Quantity

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

D UNIT PRICE ANALYSIS

o. Person

1
1
5

No. of Days

Daily Rate

1.00
1.00
1.00

524.00
366.00
317.00

Amount

524.00
366.00
1,585.00

1,585.00

o. of Units

1
3
2

Quantity

No. of Days

Daily Rate

15.00
15.00
15.00

3128.00
750.00
1500.00

Amount

46,920.00
33,750.00
45,000.00

125,670.00
127,255.00
Unit

Unit Cost

50,000.00

Amount

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

127,255.00
7,635.30
134,890.30
134,890.30

DETAILED UNIT PRICE ANALYS
PROJECT NAME:

ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 11

SUPPLY & INSTALLATION
LOT
1.00
LOT/DAY
1.00
LOT

Designation
A.

No. Person

Labor
a. Construction Foreman
b. Skilled worker
c. Laborer

1
1
2

Sub-Total for A
Name and Capacity
B.

C.
D.

Equipment
n/a

Sub-Total for B
Total (A+B)
Output per hour
Name and Specifications

E.

No. of Units

Materials
a. 700 gallon high density cross linked
polyethylene storage tank with two

=
Quantity

3.00

inch fill line with quick connect to container exterior.
b. solenoid driven chemical metering
pump

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

3.00

UNIT PRICE ANALYSIS

o. Person

1
1
2

No. of Days

Daily Rate

1.00
1.00
1.00

524.00
366.00
317.00

Amount

524.00
366.00
634.00

634.00

o. of Units

No. of Days

Daily Rate

Amount

634.00

Quantity

Unit

Unit Cost

3.00

units

50,000.00

Amount

150,000.00

3.00

units

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

100,000.00

300,000.00

450,000.00
450,634.00
27,038.04
477,672.04
477,672.04

DETAILED UNIT PRICE ANALY
PROJECT NAME:

ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 12

SUPPLY OF CHEMICALS
LOT
1.00
LOT/DAY
1.00
LOT

Designation
A.

No. Person

Labor
c. Laborer

2

Sub-Total for A
Name and Capacity
B.

C.
D.

Equipment
n/a

Sub-Total for B
Total (A+B)
Output per hour
Name and Specifications

E.

No. of Units

Materials
a. POLY ALUMINUM CHLORIDE
B. SODIUM HYPOCHLORITE

=
Quantity

10.00

C. CHLORINE

20.00

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

UNIT PRICE ANALYSIS

o. Person

2

No. of Days

Daily Rate

1.00

317.00

Amount

634.00

-

o. of Units

No. of Days

Daily Rate

Amount

-

Quantity

Unit

Unit Cost

10.00

drums

8,000.00

Amount

80,000.00

20.00

pail

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

8,500.00

170,000.00

250,000.00
250,000.00
15,000.00
265,000.00
265,000.00

DETAILED UNIT PRICE ANALY
PROJECT NAME:

ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 12

SUPPLY, INSTALLATION,
LOT
0.50
LOT/DAY
1.00
LOT

Designation
A.

No. Person

Labor
a. Construction foreman
b. Skilled worker
c. Laborer

1
1
2

Sub-Total for A
Name and Capacity
B.

C.
D.

Equipment
n/a

Sub-Total for B
Total (A+B)
Output per hour
Name and Specifications

E.

No. of Units

Materials
a. PROGRAMMABLE LOGIC CONTROLLER
(PLC) W/ COMPLETE ACCESSORIES

=
Quantity

1.00

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

UNIT PRICE ANALYSIS

o. Person

1
1
2

No. of Days

Daily Rate

2.00
2.00
2.00

524.00
366.00
317.00

Amount

1,048.00
732.00
1,268.00

1,268.00

o. of Units

No. of Days

Daily Rate

Amount

1,268.00

Quantity

Unit

Unit Cost

1.00

unit

300,000.00

Amount

300,000.00

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

300,000.00
301,268.00
18,076.08
319,344.08
319,344.08

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 14
cu.m.
7.20
24.67

STRUCTURE EXCAVATION (BALUNO FENCE)
cu.m./day
cu.m.

Designation
A. Labor
a. Laborer

No. Person

8

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N.A.

C.
D. Output per hour

=

Sub-Total for B
Total (A+B)
7.20
cu.m./day

Name and Specifications
E. Materials
N.A.

Quantity

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 15
kgs.
1,440.00
1,940.10

REINFORCING STEEL BAR, GRADE 33 (BALUNO FENCE)
kg./day
kgs.

Designation
A. Labor
a. Construction Foreman
b. Steelman
c. Laborer

No. Person

1
2
8

Sub-Total for A
Name and Capacity
B. Equipment
a. Bar Bender
b. Bar Cutter
c. Cargo Truck (10T, 270 Hp)

No. of Units

1
1
1

C.
D. Output per hour

=

Sub-Total for B
Total (A+B)
1,440.00
kg./day

Name and Specifications
E. Materials
a *16mmØ x 6.00m Def. Reinforcing Steel Bars
b. *12mmØ x 6.00m Def. Reinforcing Steel Bars
c. *10mmØ x 6.00m Def. Reinforcing Steel Bars
d. #16 G.I. Tie Wire

Quantity

1,023.84
320.40
595.86
39.00

*All sizes referred herein should mean commercially avaiable measurements with toleran
Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 16
cu.m.
11.20
14.76

STRUCTURAL CONCRETE CLASS A (BALUNO FENCE)
cu.m./day
cu.m.

Designation
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Laborer
Installation of Formworks
a. Skilled Worker
b. Laborer

No. Person

1
4
8

2
4

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a. One Bagger Mixer (w/ Fuel)
b. Concrete Vibrator (w/ Fuel)
c. Water Truck (1000 gal.)

C.
D. Output per hour

=

1
1
1

Sub-Total for B
Total (A+B)
11.20
cu.m./day

Name and Specifications
E. Materials
a. *12mm Thk. x 1.20m x 2.40m Ordinary Plywood
b. 2" x 4" x 10' Coco Lumber
c. 2" x 3" x 10' Coco Lumber
d. 2" x 2" x 10' Coco Lumber
e. 4" C.W. Nails
f. 3" C.W. Nails
g. 1-1/2" C.W. Nails
h. Portland Cement
i. Washed Sand
j. Gravel

Quantity

18.00
293.00
250.00
197.00
3.00
2.00
2.50
133.00
7.00
14.00

*All sizes referred herein should mean commercially avaiable measurements with toleran
Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 17
sq.m.
8.00
80.46

MASONRY WORKS (BALUNO FENCE)
sq.m./day
sq.m.

Designation
A. Labor
a. Skilled Laborer
b. Laborer

No. Person

2
2

Sub-Total for A
Name and Capacity
B. Equipment
a. One Bagger Mixer (w/ Fuel)
b. Bar Cutter

C.
D. Output per hour

=

No. of Units

1
1

Sub-Total for B
Total (A+B)
8.00
sq.m./day

Name and Specifications
E. Materials
a. Portland Cement
b. Washed Sand
c. 100mm thk Concrete Hollow Blocks (NLB)
d. 150mm thk Concrete Hollow Blocks (LB)
e. *10mmØ x 6.00m Def. Reinforcing Steel Bars
f. #16 G.I. Tie Wire

Quantity

48.00
4.00
892.00
143.00
212.82
4.00

*All sizes referred herein should mean commercially avaiable measurements with toleran
Sub-Total for E
F.
G.
H.
I.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)

J.
k.

Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 18
sq.m.
16.00
201.68

PLASTERING WORKS (BALUNO FENCE)
sq.m./day
sq.m.

Designation
A. Labor
a. Skilled Laborer
b. Laborer

No. Person

2
2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N.A.

C.
D. Output per hour

=

Sub-Total for B
Total (A+B)
16.00
sq.m./day

Name and Specifications
E. Materials
a. Portland Cement
b. Fine Sand

Quantity

58.00
3.25

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 19
lot
0.04
1.00

STEEL WORKS (BALUNO FENCE)
lot/day
lot

Designation
A. Labor
a. Welder
b. Laborer

No. Person

2
2

Sub-Total for A
Name and Capacity
B. Equipment
a. Welding Machine w/ Cutting Outfit
b. Cut-Off Saw

No. of Units

1
1

C.
D. Output per hour

=

Sub-Total for B
Total (A+B)
0.04
lot/day

Name and Specifications
E. Materials
a. 50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge Std.)
b. *6mm thk x 38mm x 6.00m M.S. Flat Bar
c. *10mmØ x 6.0m M.S. Plain Round Bar
d. *12mm x 12mm x 6.00m M.S. Square Bar
e. #4 x 50mm Mesh x 1.20m x 2.40m B.I. Steel Matting
f. 6011 Welding Rod
g. Industrial Oxygen (Content)
h. Acetylene (Content)

Quantity

16.00
16.00
10.00
70.00
27.00
15.00
2.00
1.00

*All sizes referred herein should mean commercially avaiable measurements with toleran
Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 20
sq.m.
20.00
284.25

PAINTING WORKS (BALUNO FENCE)
sq.m./day
sq.m.

Designation
A. Labor
a. Construction Foreman
b. Painter
c. Laborer

No. Person

2.00
2.00
2.00
Sub-Total for A

Name and Capacity

No. of Units

Name and Capacity

No. of Units

B. Equipment
N.A.

C.
D. Output per hour

=

Sub-Total for B
Total (A+B)
20.00
sq.m./day

Name and Specifications
E. Materials
a. Concrete Neutralizer
b. Solvent Based Acrylic Paint Primer
c. Solvent Based Acrylic Paint Top Coat (White Gloss)
d. Solvent Based Acrylic Cast
e. Solvent Based Acrylic Reducer
f. Red Oxide Metal Primer
g. Quick Dry Enamel Blue
h. Paint Thinner
i. Red Tinting Color for Solvent Based Acrylic Paint
j. Raw Sienna Tinting Color for Solvent Based Acrylic Paint
k. Thalo Blue Tinting Color for Solvent Based Acrylic Paint
l. Lamp Black Tinting Color for Solvent Based Acrylic Paint
m. #120 Sand Paper
n. #150 Sand Paper
o. 7" Paint Roller w/ Tray
p. 1" Paint Brush
q. 2" Paint Brush
r. 4" Paint Brush
s. Steel Brush

Quantity

1.00
9.00
17.00
9.00
7.00
4.00
7.00
3.00
2.00
2.00
2.00
2.00
4.00
4.00
2.00
2.00
2.00
2.00
2.00

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:

#REF!

SPL - 21

SUPPLY & INSTALLATION OF PANAFLEX SIGNAGE

Unit of Measurement:
Output per day:
Quantity:

unit
2.00
1.00

unit/day
unit

Designation
A. Labor
a. Welder
b. Laborer

No. Person

1
1

Sub-Total for A
Name and Capacity
B. Equipment
a. Cut-Off Saw
b. Welding Machine

C.
D. Output per hour

1
1

=

Sub-Total for B
Total (A+B)
2.00
unit/day

Name and Specifications
E. Materials
a. Panaflex Signage w/ Aluminum Framing, Lighting and Accs.
(See Attached Shop Drawing)
b. 6mm Thk x 50mm x 50mm x 6.00m. MS Angle Bar
c. Welding Rod (6011)
d. 50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge Standard)
e.

No. of Units

Fabricated 6mm Thk x 150mm x 200mm MS Plate w/ 4-12mmØ

Quantity

1.00
1.00
0.10
1.00
4.00

Bolt Holes (see shop drawing)
f.

Fabricated 6mm Thk x 200mm x 200mm MS Plate w/ 4-12mmØ

2.00

Bolt Holes (see shop drawing)
g.

10mmØ x 25mm S.S. Bolt w/ Nut & Washer

h.

12mmØ x 150mm S.S. Bolt w/ Nut & Washer

Sub-Total for E
F.
G.
H.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)

16.00
8.00

I.
J.
k.

Value Added Tax (VAT)
Total Cost
Total Unit Cost

NIT PRICE ANALYSIS

No. of Days

Daily Rate

3.43

317.00

8,689.32

P
No. of Days

Daily Rate

P

Unit

Amount

Unit Cost

8,689.32
Amount

8,689.32

Amount

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

8,689.32
521.36
9,210.68
373.36

NIT PRICE ANALYSIS

R, GRADE 33 (BALUNO FENCE)

No. of Days

Daily Rate

1.35
1.35
1.35

873.52
366.00
317.00

Amount

1,176.89
986.22
3,416.73

P
No. of Days

Daily Rate

0.67
0.67
0.20

300.00
300.00
8816.00

5,579.84
Amount

202.09
202.09
1,781.66

P

Unit

Unit Cost

kgs.
kgs.
kgs.
kgs.

40.50
40.50
40.50
65.00

2,185.85
7,765.69

Amount

41,465.52
12,976.20
24,132.37
2,535.00

ble measurements with tolerance of ± 1mm.
P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

81,109.09
88,874.78
5,332.49
94,207.26
48.56

NIT PRICE ANALYSIS

E CLASS A (BALUNO FENCE)

No. of Days

Daily Rate

Amount

1.32
1.32
1.32

873.52
366.00
317.00

1,151.17
1,929.34
3,342.09

5.27
5.27

366.00
317.00

3,858.69
6,684.17

P
No. of Days

Daily Rate

1.32
1.32
0.13

1,376.00
972.00
8,520.00

P

Unit

Unit Cost

shts.
bd.ft.
bd.ft.
bd.ft.
kgs.
kgs.
kg.
bags
cu.m.
cu.m.

800.00
20.00
20.00
20.00
65.00
65.00
65.00
260.00
1,260.00
1,050.00

16,965.46
Amount

1,813.37
1,280.96
1,122.81

4,217.14
21,182.60

Amount

14,400.00
5,860.00
5,000.00
3,940.00
195.00
130.00
162.50
34,580.00
8,820.00
14,700.00

ble measurements with tolerance of ± 1mm.

NIT PRICE ANALYSIS

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

87,787.50
108,970.10
6,538.21
115,508.31
7,825.77

No. of Days

Daily Rate

10.06
10.06

366.00
317.00

7,362.09
6,376.46

P
No. of Days

Daily Rate

10.06
10.06

1,376.00
300.00

P

Unit

Unit Cost

bags
cu.m.
pcs.
pcs.
kgs.
kgs.

Amount

260.00
1,260.00
14.00
19.00
40.50
65.00

13,738.55
Amount

13,839.12
3,017.25

16,856.37
30,594.92

Amount

12,480.00
5,040.00
12,488.00
2,717.00
8,619.21
260.00

ble measurements with tolerance of ± 1mm.
P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

41,604.21
72,199.12
4,331.95
-

76,531.07
951.17

NIT PRICE ANALYSIS

No. of Days

Daily Rate

12.61
12.61

366.00
317.00

9,226.86
7,991.57

P
No. of Days

Daily Rate

P

Unit

bags.
cu.m.

Amount

Unit Cost

260.00
1,400.00

17,218.43
Amount

17,218.43

Amount

15,080.00
4,550.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

19,630.00
36,848.43
2,210.91
39,059.34
193.67

NIT PRICE ANALYSIS

No. of Days

Daily Rate

25.00
25.00

394.00
317.00

19,700.00
15,850.00

P
No. of Days

12.50
12.50

Amount

Daily Rate

2,160.00
300.00

35,550.00
Amount

27,000.00
3,750.00

P

Unit

Unit Cost

pcs.
pcs.
pc.
pcs.
pcs.
kgs.
cyls.
cyl.

3,032.00
483.00
210.00
268.00
1,260.00
151.00
750.00
1,500.00

30,750.00
66,300.00

Amount

48,512.00
7,728.00
2,100.00
18,760.00
34,020.00
2,265.00
1,500.00
1,500.00

ble measurements with tolerance of ± 1mm.
P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

116,385.00
182,685.00
10,961.10
193,646.10
193,646.10

NIT PRICE ANALYSIS

No. of Days

Daily Rate

14.21
14.21
14.21

873.52
394.00
317.00
P

No. of Days

Daily Rate

Amount

24,829.60
11,199.36
9,010.65
45,039.61
Amount

NIT PRICE ANALYSIS

No. of Days

Daily Rate

P

Unit

gals.
gals.
gals.
gals.
gals.
gals.
gals.
gals.
pints
pints
pints
pints
doz.
doz.
sets
pcs.
pcs.
pcs.
pcs.

Unit Cost

520.00
882.00
1,029.00
576.00
452.00
570.00
724.00
346.00
105.00
105.00
105.00
105.00
150.00
150.00
115.00
14.00
27.00
55.00
22.00
P

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

Amount

45,039.61

Amount

520.00
7,940.94
17,493.00
5,185.92
3,165.13
2,280.18
5,068.00
1,038.00
210.00
210.00
210.00
210.00
600.00
600.00
230.00
28.00
54.00
110.00
44.00
45,197.17
90,236.79
5,414.21
95,650.99
336.51

No. of Days

Daily Rate

0.50
0.50

394.00
317.00

197.00
158.50

P
No. of Days

0.25
0.25

Daily Rate

1,500.00
1,500.00

P

Unit

Amount

Unit Cost

355.50
Amount

375.00
375.00

750.00
1,105.50

Amount

unit

11,400.00

11,400.00

pc.
kg.
pc.
pcs.

1,628.00
151.00
3,032.00
1,200.00

1,628.00
15.10
3,032.00
4,800.00

pcs.

1,500.00

3,000.00

pcs.
pcs.

60.00
95.00

960.00
760.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011

25,595.10
26,700.60
1,602.04
-

0% per D.O. 29 s 2011

28,302.64
28,302.64

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 34
cu.m.
1.80
1.60

STRUCTURE EXCAVATION (BANDERA GUARD HOU
cu.m./day
cu.m.

Designation

No. Person

A. Labor
a.
Laborer

2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N.A.

C.
D. Output per hour

Sub-Total for B
Total (A+B)
=
1.80
Name and Specifications

E. Materials
N.A.

cu.m./day

Quantity

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 35
kgs.
1,440.00
659.83

REINFORCING STEEL BAR, GRADE 33 (BANDERA GUARD
kg./day
kgs.

Designation
A. Labor
a.
Construction Foreman
b.
Steelman
c.
Laborer

No. Person

1
2
8

Sub-Total for A
Name and Capacity
B. Equipment
a.
Bar Bender
b.
Bar Cutter
c.
Cargo Truck (10T, 270 Hp)

Sub-Total for B

No. of Units

1
1
1

C.
D. Output per hour

=

Total (A+B)
1,440.00

kg./day

Name and Specifications
E. Materials
a.
*16mmØ x 6.00m Deformed Reinforced Steel Bar
b.
*12mmØ x 6.00m Deformed Reinforced Steel Bar
c.
*10mmØ x 6.00m Deformed Reinforced Steel Bar
d.
#16 G.I. Tie Wire

Quantity

274.92
240.30
144.61
13.00

*All sizes referred herein should mean commercially avaiable measurements with tolera
Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 36
cu.m.
4.00
1.00

PLUMBING WORKS (BANDERA GUARD HOUSE)
lot/day
lot

Designation
A. Labor
a.
Plumber
b.
Laborer

No. Person

1
1

Sub-Total for A

Name and Capacity

No. of Units

B. Equipment

C.
D. Output per hour

Sub-Total for B
Total (A+B)
=
4.00

lot/day

Name and Specifications
E. Materials
a.
50mmØ x 3.00m. PVC Sanitary Pipe Series 1000
b.
50mmØ x 900 PVC Sanitary Elbow, Series 1000
c.
50mmØ PVC Coupling, Series 1000
d.
PVC Solvent Cement
e.
100mm x 100mmStainless Floor Drain

Quantity

2.00
3.00
2.00
1.00
1.00

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 37
cu.m.
11.20
2.96

Designation

STRUCTURAL CONCRETE CLASS A (BANDERA GUARD H
cu.m./day
cu.m.

No. Person

A. Labor
a.
Construction Foreman
b.
Skilled Laborer
c.
Laborer

1
4
8

Installation of Formworks
a.
Skilled Worker
b.
Laborer

2
4

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.
One Bagger Mixer (w/ Fuel)
b.
Concrete Vibrator (w/ Fuel)
c.
Water Truck (1000 gal.)

C.
D. Output per hour

1
1
1

Sub-Total for B
Total (A+B)
=
11.20

cu.m./day

Name and Specifications
E. Materials
a.
12mm Thk x 1.20m x 2.40m Ordinary Plywood
b.
2" x 2" x 10' Coco Lumber
c.
2" x 3" x 10' Coco Lumber
d.
4" C.W. Nail
e.
3" C.W. Nail
f.
1-1/2" C.W. Nail
g.
Portland Cement
h.
Washed Sand
i.
Gravel

Quantity

5.00
58.00
90.00
1.00
0.50
0.50
27.00
1.50
3.00

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 38
sq.m.
8.00
17.53

MASONRY WORKS (BANDERA GUARD HOUSE)
sq.m./day
sq.m.

Designation

No. Person

A. Labor
a.
Skilled Laborer
b.
Laborer

1
2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.
One Bagger Mixer (w/ Fuel)
b.
Bar Cutter

C.
D. Output per hour

Sub-Total for B
Total (A+B)
=
8.00
Name and Specifications

E. Materials
a.
150mm x 200mm x 400mm CHB (LB)
b.
100mm x 200mm x 400mm CHB (NLB)
c.
Portland Cement
d.
Washed Sand
e.
*10mm.Ø x 6.00m Deformed Reinf. Steel Bar
f.
#16 G.I. Tie Wire

1
1

sq.m./day

Quantity

41.00
184.00
11.00
0.75
48.20
1.00

*All sizes referred herein should mean commercially avaiable measurements with tolera
Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 39
sq.m.
16.00
52.00

PLASTERING WORKS (BANDERA GUARD HOUSE)
sq.m./day
sq.m.

Designation
A. Labor
a.
Skilled Laborer
b.
Laborer

No. Person

2
2

Sub-Total for A
Name and Capacity
B. Equipment
N.A.

C.

Sub-Total for B
Total (A+B)

No. of Units

D. Output per hour

=

16.00

sq.m./day

Name and Specifications
E. Materials
a.
Portland Cement
b.
Fine Sand

Quantity

15.00
1.00

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 40
sq.m.
5.00
2.14

TILE WORKS (BANDERA GUARD HOUSE)
sq.m./day
sq.m.

Designation
A. Labor
a.
Skilled Laborer
b.
Laborer

No. Person

1
1

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.
Tile Cutter/Angular Grinder

C.
D. Output per hour

1

Sub-Total for B
Total (A+B)
=
5.00

sq.m./day

Name and Specifications
E. Materials
a.
400mm x 400mm Granite Tiles
b.
Tile Adhesive (25Kg/Bag)
c.
Tile Grout (2 Kg./Pack)

Quantity

14.00
1.00
1.00

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 41
lot
0.17
1.00
Designation

A. Labor
a.
Skilled Worker

CARPENTRY WORKS (BANDERA GUARD HOUSE)
lot/day
lot
No. Person

1

b.

1

Laborer

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.
Bar Cutter
b.
Welding Machine

1
1
Sub-Total for B
Total (A+B)
=
0.17

C.
D. Output per hour

lot/day

Name and Specifications

Quantity

E. Materials
a.

Pre-Fab 0.60m x 2.10m Flash Type Door, 50mm x 100mm Mahogany Wood
Door Frame w/ 6mm Thk Marine Plywood Sheeting & w/ 50mm x 100mm
Mahogany Wood Door Jamb

1.00

b.

Pre-Fab 0.60m x 1.165m 1-Pannel Window Jamb, 40mm x 150mm Mahogany
Wood

2.00

c.
d.
e.

Chrome Heavy Duty Door Knob w/ complete accessories

1.00
4.00
0.50

4" x 3" Loose Pin Hinges w/ Screw
4" C.W. Nail

Fabrication of Cabinet

a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
n.

Round Cabinet Handle (Chrome)
Cabinet Lock (Chrome)
Cabinet Concealed Hinges w/ Screw
1" x 2" x 8' Laua-an Lumber
2" x 2" x 8' Laua-an Lumber
2" x 3" x 10' Laua-an Lumber
1" x 6" x 8' Laua-an Lumber
19mm Thk x 1.20m x 2.40m Marine Plyboard
6mm Thk x 1.20m x 2.40m Marine Plyboard
6mm Thk x 50mm x 50mm x 6.00m M.S. Angle Bar
Ga. 16 x 1.20m x 2.40m G.I. Sheet
Welding Rod (6011)
3" C.W. Nail
1" C.W. Finishing Nail

4.00
2.00
8.00
1.33
2.67
10.00
4.00
4.00
1.00
2.00
1.00
0.50
1.00
1.00

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 42
lot
0.50
1.00

STEEL WORKS (BANDERA GUARD HOUSE)
lot/day
lot

Designation

No. Person

A. Labor
a.
Welder
b.
Laborer

1
1

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.
Welding Machine
b.
Cut-Off Saw

C.
D. Output per hour

1
1

Sub-Total for B
Total (A+B)
=
0.50
Name and Specifications

E. Materials
a.
10mm x 10mm x 6.00m M.S. Square Bar
b.
12mm x 12mm x 6.00m M.S. Square Bar
c.
6mm Thk x 50mm x 6.00m M.S. Flat Bar
d.
Hacksaw Blade
e.
6011 Welding Rod

lot/day

Quantity

1.00
4.00
2.00
4.00
8.00

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 43
lot
1.00
1.00

GLASS WORKS (BANDERA GUARD HOUSE)
lot/day
lot

Designation

No. Person

A. Labor
N.A.

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N.A.

C.
D. Output per hour

Sub-Total for B
Total (A+B)
=
1.00

lot/day

Name and Specifications
E. Materials
a.
Supply & Installation of 5.5 mm Thk x 13 Blades x 0.60m width Smoke

Quantity

2.00

Glass Jalousies w/ Aluminum Holder

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 44
sq.m.
2.90

WATERPROOFING WORKS (BANDERA GUARD HOUSE)
sq.m.day
sq.m.

Designation

No. Person

A. Labor
N.A.

Sub-Total for A
Name and Capacity
B. Equipment

No. of Units

N.A.

C.
D. Output per hour

Sub-Total for B
Total (A+B)
=
0.00

sq.m.day

Name and Specifications
E. Materials
a.
Bituminous Membrane Polyester Reinforced Waterproofing

Quantity

2.90

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 45
sq.m.
20.00
118.29

Designation
A. Labor

PAINTING WORKS (BANDERA GUARD HOUSE)
sq.m./day
sq.m.

No. Person

a.
b.
c.

Construction Foreman

2.00
2.00
2.00

Painter
Laborer

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N.A.

C.
D. Output per hour

Sub-Total for B
Total (A+B)
=
20.00

sq.m./day

Name and Specifications
E. Materials
a.
Concrete Neutralizer
b.
Solvent Based Acrylic Paint Primer
c.
Solvent Based Acrylic Putty
d.
Solvent Based Acrylic Paint Top Coat White Gloss
e.
Solvent Based Acrylic Reducer
f.
Body Filler w/ Hardener
g.
#150 Sand Paper
h.
#120 Sand Paper
i.
Raw Sienna Tinting Color for Solvent Based Acrylic Paint
j.
Thalo Blue Tinting Color for Solvent Based Acrylic Paint
k.
Lamp Black Tinting Color for Solvent Based Acrylic Paint
l.
Red Oxide Metal Primer
m. Quick Dry Enamel (Royal Blue)
n.
Paint Thinner
o.
Baby Roller w/ Handle & Tray
p.
2" Steel Brush
q.
3" Paint Brush
r.
2" Paint Brush
s.
Paint Tray
Sub-Total for E
F.
Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.
Value Added Tax (VAT)
J.
Total Cost
k. Total Unit Cost

Quantity

1.00
5.00
5.00
10.00
4.00
1.00
2.00
2.00
3.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00

NIT PRICE ANALYSIS

XCAVATION (BANDERA GUARD HOUSE)

No. of Days

Daily Rate

0.89

317.00

563.56

P
No. of Days

Daily Rate

P

Unit

Amount

Unit Cost

563.56
Amount

563.56

Amount

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

563.56
33.81
597.37
373.36

NIT PRICE ANALYSIS

BAR, GRADE 33 (BANDERA GUARD HOUSE)

No. of Days

Daily Rate

0.46
0.46
0.46

873.52
366.00
317.00

Amount

400.26
335.41
1,162.04

P
No. of Days

Daily Rate

0.23
0.23
0.07

300.00
300.00
8816.00

1,897.71
Amount

68.73
68.73
605.95

P

743.41

2,641.12

Unit

Unit Cost

kgs.
kgs.
kgs.
kgs.

40.50
40.50
40.50
65.00

Amount

11,134.26
9,732.15
5,856.79
845.00

able measurements with tolerance of ± 1mm.
P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

27,568.20
30,209.32
1,812.56
32,021.88
48.53

NIT PRICE ANALYSIS

No. of Days

Daily Rate

0.25
0.25

873.52
366.00

Amount

218.38
91.50

P

309.88

No. of Days

Daily Rate

P

Unit

pcs.
pcs.
pcs.
qrt.
pc.

Unit Cost

483.00
37.00
16.00
460.00
110.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

Amount

309.88

Amount

966.00
111.00
32.00
460.00
110.00

1,679.00
1,988.88
119.33
2,108.21
2,108.21

NIT PRICE ANALYSIS

RETE CLASS A (BANDERA GUARD HOUSE)

No. of Days

Daily Rate

Amount

NIT PRICE ANALYSIS

0.26
0.26
0.26

873.52
366.00
317.00

230.66
386.59
669.66

1.06
1.06

366.00
317.00

773.18
1,339.33

P
No. of Days

0.26
0.26
0.03

Daily Rate

1,376.00
972.00
8,520.00

P

Unit

shts.
bd.ft.
bd.ft.
kg.
kg.
kg.
bags
cu.m.
cu.m.

Unit Cost

800.00
20.00
20.00
53.00
55.00
60.00
260.00
1,260.00
1,050.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

3,399.41
Amount

363.35
256.67
224.98

845.00
4,244.41

Amount

4,000.00
1,160.00
1,800.00
53.00
27.50
30.00
7,020.00
1,891.64
3,152.73

19,134.87
23,379.28
1,402.76
24,782.04
8,379.39

No. of Days

Daily Rate

2.19
2.19

366.00
317.00

802.00
1,389.25

P
No. of Days

2.19
2.19

Daily Rate

1,376.00
300.00

P

Unit

pcs.
pcs.
bags
cu.m.
kgs.
kg.

Amount

Unit Cost

19.00
14.00
260.00
1,260.00
40.50
65.00

2,191.25
Amount

3,015.16
657.38

3,672.54
5,863.79

Amount

779.00
2,576.00
2,860.00
945.00
1,952.26
65.00

able measurements with tolerance of ± 1mm.
P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

9,177.26
15,041.05
902.46
15,943.51
909.50

NIT PRICE ANALYSIS

No. of Days

Daily Rate

3.25
3.25

366.00
317.00

2,379.00
2,060.50

P
No. of Days

Amount

Daily Rate

P

4,439.50
Amount

4,439.50

Unit

bags.
cu.m.

Unit Cost

260.00
1,400.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

Amount

3,900.00
1,400.00

5,300.00
9,739.50
584.37
10,323.87
198.54

NIT PRICE ANALYSIS

No. of Days

Daily Rate

0.43
0.43

366.00
317.00

156.65
135.68

P
No. of Days

Amount

Daily Rate

292.32
Amount

0.43

300.00

P

Unit

pcs.
bag
bag

Unit Cost

126.00
284.00
58.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

128.40

128.40
420.72

Amount

1,764.00
284.00
58.00

2,106.00
2,526.72
151.60
2,678.33
1,251.55

NIT PRICE ANALYSIS

No. of Days

Daily Rate

6.06

394.00

Amount

2,387.88

NIT PRICE ANALYSIS

6.06

317.00

1,921.21
P

No. of Days

0.61
0.61

Daily Rate

300.00
2,160.00
P

Unit

Unit Cost

4,309.09
Amount

181.82
1,309.09
1,490.91
5,800.00

Amount

unit

4,000.00

4,000.00

units

900.00

1,800.00

unit
pcs.
kg.

800.00
140.00
53.00

800.00
560.00
26.50

120.00
200.00
65.00
32.00
32.00
32.00
32.00
1,551.00
684.00

480.00
400.00
520.00
42.67
85.33
320.00
128.00
6,204.00
684.00
2,100.00
2,500.00
75.50
55.00
75.00
20,856.00
26,656.00
1,599.36
28,255.36
28,255.36

pcs.
pcs.
pcs.
bd.ft.
bd.ft.
bd.ft.
bd.ft.
shts.
sht.
pcs.
sht.
kg.
kg.
kg.

1,050.00
2,500.00
151.00
55.00
75.00
P

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

No. of Days

Daily Rate

2.00
2.00

394.00
317.00

788.22
634.18

P
No. of Days

1.00
1.00

Daily Rate

2,160.00
300.00

P

Unit

pc.
pcs.
pcs.
pcs.
kgs

Amount

Unit Cost

210.00
268.00
894.00
65.00
151.00

1,422.40
Amount

2,160.61
300.09

2,460.70
3,883.10

Amount

210.00
1,072.00
1,788.00
260.00
1,208.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

4,538.00
8,421.10
505.27
8,926.37
8,926.37

NIT PRICE ANALYSIS

No. of Days

Daily Rate

Amount

P
No. of Days

Daily Rate

P

Amount

-

Unit

sets

Unit Cost

800.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

Amount

1,600.00

1,600.00
1,600.00
96.00
1,696.00
1,696.00

NIT PRICE ANALYSIS

ORKS (BANDERA GUARD HOUSE)

No. of Days

Daily Rate

Amount

P
No. of Days

Daily Rate

Amount

P

Unit

sq.mtr.

Unit Cost

1,000.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

-

Amount

2,900.00

2,900.00
2,900.00
174.00
3,074.00
1,060.00

NIT PRICE ANALYSIS

No. of Days

Daily Rate

Amount

5.91
5.91
5.91

873.52
394.00
317.00

10,332.76
4,660.58
3,749.75

P
No. of Days

Daily Rate

P

Unit

gals.
gals.
gals.
gals.
gals.
gals.
doz.
doz.
pints
pint.
pint.
gal.
gal.
gal.
set.
pc.
pc.
pc.
pc.

Unit Cost

520.00
882.00
520.00
1,029.00
452.00
546.00
151.00
151.00
105.00
105.00
105.00
570.00
724.00
346.00
58.00
22.00
33.00
27.00
30.00
P

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

18,743.10
Amount

18,743.10

Amount

520.00
4,410.00
2,600.00
10,290.00
1,808.00
546.00
302.00
302.00
315.00
105.00
105.00
570.00
724.00
346.00
58.00
22.00
33.00
27.00
30.00
23,113.00
41,856.10
2,511.37
44,367.46
375.08

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 46

STRUCTURE EXCAVATION (BALUNO OPERATOR'S

Unit of Measurement:

cu.m.

Output per day:

1.80

cu.m./day

Quantity:

2.87

cu.m.

Designation

No. Person

A. Labor
a.

Laborer

2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N.A.

Sub-Total for B
C.

Total (A+B)

D. Output per hour

=

1.80

Name and Specifications
E. Materials
N.A.

cu.m./day

Quantity

Sub-Total for E
F.

Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 47

STRUCTURAL CONCRETE CLASS A (BALUNO OPERATOR

Unit of Measurement:

cu.m.

Output per day:

11.20

cu.m./

8.50

cu.m.

Quantity:

Designation

day

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

4

c.

Laborer

8

Installation of Formworks
a.

Skilled Laborer

2

b.

Laborer

4
Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.

One Bagger Mixer

1

b.

Concrete Vibrator

1

Sub-Total for B
C.

Total (A+B)

D. Output per day

=

11.20

cu.m./

Name and Specifications

day
Quantity

E. Materials
a.

*12mm Thk x 1.20m x 2.40m Ordinary Plywood

14.00

b.

2" x 2" x 10' Coco Lumber

153.33

c.

2" x 3" x 10' Coco Lumber

215.00

d.

2" x 4" x 10' Coco Lumber

226.67

e.

4" C.W. Nail

3.00

f.

3" C.W. Nail

2.00

g.

1-1/2" C.W. Nail

2.00

h.

Portland Cement

77.00

i.

Washed Sand

3.75

j.

Gravel

7.50

*All sizes referred herein should mean commercially avaiable measurements with toleran
Sub-Total for E
F.

Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 48

Unit of Measurement:

kg.

Output per day:
Quantity:

REINFORCING STEEL BAR, GRADE 33 (BALUNO OPERAT

1,440.00

kg.

785.95

kgs.

Designation

/day

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

2

c.

Laborer

8

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.

Bar Cutter

1

b.

Bar Bender

1

c.

Cargo Truck

1

Sub-Total for B
C.

Total (A+B)

D. Output per day

=

1,440.00

kg.

Name and Specifications

/day
Quantity

E. Materials
a.

*10mm.Ø x 6.00m. Def. Reinforcing Steel Bars

311.47

b.

*12mm.Ø x 6.00m. Def. Reinforcing Steel Bars

360.72

c.

*16mm.Ø x 6.00m. Def. Reinforcing Steel Bars

113.76

d.

#16 G.I. Tie-wire

24.000

*All sizes referred herein should mean commercially avaiable measurements with toleran
Sub-Total for E
F.

Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 49

Unit of Measurement:

lot

Output per day:

PLUMBING WORKS (BALUNO OPERATOR'S ROOM)

Quantity:

1.00

lot

Designation

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

1

c.

Laborer

2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N/A

Sub-Total for B
C.

Total (A+B)

D. Output per day

=
Name and Specifications

Quantity

E. Materials
1. Storm Drainage
50mm.Ø x 3.00m. PVC Pipe, Series 1000
50mm.Ø x 90o PVC Sanitary Bend, Series 1000

6
8

50mm.Ø PVC Coupling, Series 1000

4

PVC Solvent Cement

2

2. Sanitary Pipe
100mm.Ø x 3.00m. PVC Pipe, Series 1000
100mm.Ø x 45o PVC Sanitary Elbow Series 1000

4
6

100mm.Ø x 90o PVC Sanitary Elbow Series 1000

4

100mm.Ø PVC Sanitary Clean Out, Series 1000

2

100mm.Ø PVC Sanitary Coupling, Series 1000

2

50mm.Ø x 3.00m. PVC Pipe, Series 1000
50mm.Ø PVC Sanitary Coupling, Series 1000

3

50mm.Ø x 90 PVC Sanitary Bend, Series 1000

1

100mm.Ø x 100mm.Ø PVC Sanitary Tee, Series 1000

4

o

2

100mm.Ø x 100mm.Ø PVC Sanitary Wye, Series 1000

2

100mm.Ø x 50mm.Ø PVC Sanitary Tee, Series 1000

1

50mm.Ø x 50mm.Ø PVC Sanitary Tee, Series 1000

1

PVC Cement Solvent

4

3. Cold Pipe
12mm.Ø x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge Standard

7

12mm.Ø x 12mm.Ø G.I. Tee, ANSI B16.3, Class 150 Standard

4

12mm.Ø Brass Faucet
12mm.Ø G.I. Union Patent, ANSI B16.3, Class 150 Standard

2
1

Teflon Tape

6

4. Sanitary Fixtures
Flush Type Water Closet w/ Complete Fittings & Accs.

1

Wall Mounted Type Lavatory w/ Complete Fittings & Accs.

1

Ceramic Tissue Holder

1

Ceramic Soap Holder

1

12mm. Shower Head

1

12mm. Shower Valve
100mm. x 100mm. Stainless Double Strainer Floor Drain

1
2

0.60m. x 0.60m. Beveled Frameless Mirror

1

Sub-Total for E
F.

3

12mm.Ø x 90 G.I. Elbow, ANSI B16.3, Class 150 Standard
o

Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 50

Unit of Measurement:

lot

CARPENTRY WORKS (BALUNO OPERATOR'S ROOM)

Output per day:

lot

Quantity:

1.00

/day

lot

Designation

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

2

c.

Laborers

2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment

Sub-Total for B
C.

Total (A+B)

D. Output per day

=

0.00

lot

Name and Specifications

/day
Quantity

E. Materials
1. One Unit Cabinet
3pcs. - 1" x 1" x 10' Mahogany Lumber

2.5

19mm. Thk. x 1.20m. x 2.40m. Marine Plywood

3

6mm. Thk. x 1.20m. x 2.40m. Marine Plywood

1

3" C.W. Nail

1

1" C.W. Finishing Nail

1

12mm.Ø x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge Standard

1

Cabinet Handle (Chrome)
Cabinet Concealed Hinges w/ Screw

4
12

2. One Unit Table
3pcs. - 1" x 1" x 10' Mahogany Lumber

2.5

19mm. Thk. x 1.20m. x 2.40m. Marine Plywood

3

1" C.W. Finishing Nail

1

Drawer Handle (Chrome)

4

3. Hardware
4" x 3" Loose Pin Hinges (Heavy Duty) w/ Screw

4

2" x 2" Cabinet Hinges w/ Screw

8

Stainless Door Knob (Heavy Duty)

2

Drawer Lock (Heavy Duty)

4

4" C.W. Nail

1

2-1/2" C.W. Nail

1

2" C.W. Nail

1

1" C.W. Nail

1

1" Finishing Nail

2

4. Door Frame/Panel Door & Window Jamb
Pre-fabricated 0.80m. x 2.10m. x 50mm. x 150mm. Mahogany Wood
Door Jamb
Pre-fabricated 0.80m. x 2.10m. Mahogany Wood Panel Type Door w/
50mm. x 100mm. Door Frame & 37.5mm thk. Door Board
Pre-fabricated 0.60m. X 2.10m. PVC Door w/ Door Jamb and Hinges
w/ Screw
Pre-fab. 1.165m. X 1.45m. X 50mm. X 150mm. 2 Panel Mahogany
Wood Window Jamb
Sub-Total for E
F.

Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

1
1
1
2

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 51

Unit of Measurement:

sq.m.

Output per day:

8.00

sq.m.

69.60

sq.m.

Quantity:

MASONRY WORKS (BALUNO OPERATOR'S ROOM)
/day

Designation

No. Person

A. Labor
a.

Skilled Laborer

1

b.

Laborer

2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.
b.

1

One Bagger Mixer (w/ Fuel)

1

Bar Cutter

Sub-Total for B
C.

Total (A+B)

D. Output per day

=

8.00

sq.m.

Name and Specifications

/day
Quantity

E. Materials
a.

Portland Cement

46.00

b.

Washed Sand

c.

100mm. x 200mm. x 400mm. Hollow Block (NLB)

640.00

d.

150mm. x 200mm. x 400mm. Hollow Block (LB)

230.00

e.

*10mm.Ø x 6.00m. Def. Reinforcing Steel Bar

184.09

f.

#16 G.I. Tie-wire

3.00

3.68

*All sizes referred herein should mean commercially avaiable measurements with toleran
Sub-Total for E
F.

Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL -52

Unit of Measurement:

sq.m.

Output per day:

16.00

Quantity:

139.20

PLASTERING WORKS (BALUNO OPERATOR'S ROOM)
sq.m./day
sq.m.

Designation

No. Person

A. Labor
a.

Skilled Laborer

2

b.

Laborer

2

Sub-Total for A
Name and Capacity
B. Equipment
N.A.

No. of Units

Sub-Total for B
C.

Total (A+B)

D. Output per hour

=

16.00

sq.m./day

Name and Specifications

Quantity

E. Materials
a.

Portland Cement

b.

Fine Sand

40.00
2.25

Sub-Total for E
F.

Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 53

Unit of Measurement:

sq.m.

Output per day:

5.00

Quantity:

24.24

TILE WORKS (BALUNO OPERATOR'S ROOM)
sq.m./day
sq.m.

Designation

No. Person

A. Labor
a.

Skilled Laborer

1

b.

Laborer

1

Sub-Total for A

Name and Capacity

No. of Units

B. Equipment
a.

1

Tile Cutter/Angular Grinder

Sub-Total for B
C.

Total (A+B)

D. Output per hour

=

5.00

Name and Specifications

sq.m./day

Quantity

E. Materials
a.

200mm. x 200mm. Ceramic Tiles (White)

390.00

b.

400mm. x 400mm. Granite Tiles (White)

c.

Tile Adhesive (25kgs./bag)

4.00

d.

Tile Grout (2kgs./pack)

6.00

e.

PVC Tile Trim (White)

7.00

54.00

Sub-Total for E
F.

Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 54

Unit of Measurement:

lot

WATERPROOFING WORKS (BALUNO OPERATOR'S ROOM

Output per day:
Quantity:

1.00

lot

Designation

No. Person

A. Labor
N.A.

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N/A

Sub-Total for B
C.

Total (A+B)

D. Output per day

=
Name and Specifications

E. Materials
a. Bituminous Membrane Polyester Reinforced Water Proofing

Sub-Total for E
F.

Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

Quantity

11

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 55

Unit of Measurement:

sq.m.

Output per day:

1.70

sq.m.

5.068

sq.m.

Quantity:

STEEL WORKS (BALUNO OPERATOR'S ROOM)
/day

Designation

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

1

c.

Laborer

2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.

Welding Machine

1

b.

Angular Grinder

1

c.

Cut-Off Saw

1

Sub-Total for B
C.

Total (A+B)

D. Output per day

=

1.70

Name and Specifications

sq.m.

/day
Quantity

E. Materials
a.

*10mm. x 10mm. x 6.00m. Square Bar

2

b.

*12mm. x 12mm. x 6.00m. Square Bar

11

c.

*6mm. Thk. x 20mm. x 6.00m. Flat Bar

4

d.

6011 Welding Rod

1

*All sizes referred herein should mean commercially avaiable measurements with toleran
Sub-Total for E
F.

Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 56

Unit of Measurement:

lot

GLASS WORKS (BALUNO OPERATOR'S ROOM)

Output per day:
Quantity:

1.00

lot

Designation

No. Person

A. Labor

Sub-Total for A
Name and Capacity
B. Equipment

Sub-Total for B
C.

Total (A+B)

No. of Units

D.
Name and Specifications

Quantity

E. Materials
a.
Supply and installation of 5.5mm thk. x 13 - Blades Smoke Glass x
0.65m.
Width Glass Jalousies w/ Aluminum Holder
b.

Supply and installation of 5.5mm. Thk. x 6 Blades x 0.60m.

4
1

Width Smoke Glass Jalousies w/ Aluminum Holder

Sub-Total for E
F.

Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 57

Unit of Measurement:

sq.m.

Output per day:

20.00

sq.m.

120.00

sq.m.

Quantity:

PAINTING WORKS (BALUNO OPERATOR'S ROOM)

Designation

/day

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

2

c.

Laborer

2

Sub-Total for A

Name and Capacity

No. of Units

B. Equipment
N/A

Sub-Total for B
C.

Total (A+B)

D. Output per day

=

20.00

sq.m.

Name and Specifications

/day
Quantity

E. Materials
a.

Concrete Neutralizer

1.00

b.

Solvent Based Acrylic Paint Primer

5.00

c.

Solvent Based Acrylic Cast

5.00

d.

Solvent Based Acrylic Paint Top Coat White Gloss

e.

Solvent Based Acrylic Reducer

4.00

f.

Lacquer Thinner

2.00

g.

Body Filler w/ Hardener

1.00

h.

#150 Sand Paper

2.00

i.

#120 Sand Paper

2.00

j.

Red Tinting Color for Solvent Based Acrylic Paint

1.00

k.

Raw Sienna Tinting Color for Solvent Based Acrylic Paint

3.00

l.

Thalo Blue Tinting Color for Solvent Based Acrylic Paint

1.00

m.

Lamp Black Tinting Color for Solvent Based Acrylic Paint

1.00

n.

Red Oxide Metal Primer

1.00

o.

Quick Dry Enamel (Royal Blue)

1.00

p.

Paint Thinner

1.00

q.

Baby Roller

1.00

r.

Paint Tray

1.00

s.

2" Steel Brush

1.00

t.

3" Paint Brush

1.00

u.

2" Paint Brush

1.00
Sub-Total for E

F.

Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

10.00

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 58

CONST. OF WATERPROOF SEPTIC VAULT (BALUNO OPE

Unit of Measurement:

cu.m.

Output per day:

0.91

cu.m.

Quantity:

5.47

cu.m.

/day

Designation

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

2

c.

Laborer

2
Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N/A
Sub-Total for B
C.

Total (A+B)

D. Output per day

=

0.91

cu.m.

Name and Specifications
E. Materials
a.
Portland Cement

/day
Quantity

25

b.
c.

Washed Sand
Gravel (G-1)

1.5
0.75

d.

Concrete Water Proofing Compound

e.

*10mm.Ø x 6.00m. Def. Reinforcing Steel Bars

f.

#16 G.I. Tie-wire

g.

Fine Sand (for plastering)

h.

12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood

i.

30pcs. - 2" x 2" x 10' Coco Lumber

100

j.

30pcs. - 2" x 3" x 10' Coco Lumber

150

k.

4" C.W. Nail

2

l.

3" C.W. Nail

2

9
107
5
0.50
5

m.

1-1/2" C.W. Nail

1

n.

Bituminous Membrane Polyester Reinforced Water Proofing

15.70

*All sizes referred herein should mean commercially avaiable measurements with toleran
Sub-Total for E
F.

Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous
H. Contractor's Profit (CP)
I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

UNIT PRICE ANALYSIS

EXCAVATION (BALUNO OPERATOR'S ROOM)

No. of Days

Daily Rate

1.59

317.00

Amount

1,010.88

P
No. of Days

Daily Rate

1,010.88
Amount

P

1,010.88

Unit

Unit Cost

Amount

P

1,010.88

6% per D.O. 29 s 2011

60.65

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

1,071.53
373.36

UNIT PRICE ANALYSIS

RETE CLASS A (BALUNO OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

0.76

873.52

662.94

0.76

366.00

1,111.07

0.76

317.00

1,924.64

3.04

366.00

2,222.14

3.04

317.00

3,849.29
P

9,770.08

No. of Days

Daily Rate

Amount

0.76

1,376.00

1,044.29

0.76

1,191.04

903.91
P

1,948.20
11,718.28

Unit

Unit Cost

Amount

shts.

800.00

11,200.00

bd.ft.

20.00

3,066.67

bd.ft.

20.00

4,300.00

bd.ft.

20.00

4,533.33

kgs.

65.00

195.00

kg.

65.00

130.00

kg.

65.00

130.00

bags

260.00

20,020.00

cu.m.

1,260.00

4,725.00

cu.m.

1,050.00

7,875.00

able measurements with tolerance of ± 1mm.
P

56,175.00
67,893.28

6% per D.O. 29 s 2011

4,073.60

0% per D.O. 29 s 2011
0% per D.O. 29 s 2011
71,966.88
8,466.69

UNIT PRICE ANALYSIS

BAR, GRADE 33 (BALUNO OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

0.55

524.00

286.00

0.55

366.00

399.52

0.55

317.00

1,384.15

P

2,069.67

No. of Days

Daily Rate

Amount

0.55

1,758.00

959.51

0.55

2,812.00

1,534.79

0.55

8,816.00

4,811.76

P

7,306.06
9,375.73

Unit

Unit Cost

Amount

kgs.

40.5

12614.54

kgs.

40.5

14609.16

kgs.

40.5

4607.28

kgs.

65.00

1560.00

able measurements with tolerance of ± 1mm.

UNIT PRICE ANALYSIS

BALUNO OPERATOR'S ROOM)

P

33,390.98
42,766.70

6% per D.O. 29 s 2011

2,566.00

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

45,332.71
57.68

No. of Days

Daily Rate

Amount

4

524.00

2,096.00

4

366.00

1,464.00

4

317.00

2,536.00

P
No. of Days

Daily Rate

6,096.00
Amount

P

6,096.00

Unit

Unit Cost

Amount

pcs.
pcs.

483.00
37.00

pcs.

16.00

qrts.

460.00

920.00

pcs.
pcs.

966.00
101.00

3,864.00
606.00

pcs.

137.00

548.00

pcs.

98.00

196.00

pcs.

66.00

132.00

pcs.
pcs.

483.00
16.00

pc.

37.00

pcs.

171.00

2,898.00
296.00
64.00

1,449.00
32.00
37.00
684.00

pcs.

211.00

422.00

pc.

211.00

211.00

pc.

62.00

qrts.

460.00

1,840.00

pcs.

722.00

2,166.00

pcs.

19.00

133.00

pcs.

28.00

112.00

pcs.
pc.

270.00
75.00

540.00
75.00

rolls

34.00

204.00

unit

3,550.00

3,550.00

unit

2,415.00

2,415.00

pc.

300.00

300.00

pc.

280.00

280.00

pc.

1,218.00

pc.
pcs.

525.00
110.00

525.00
220.00

pc.

440.00

440.00

62.00

1,218.00

P

26,439.00
32,535.00

6% per D.O. 29 s 2011

1,952.10

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

34,487.10
34,487.10

UNIT PRICE ANALYSIS

(BALUNO OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

4.00

524.00

2,096.00

4.00

366.00

2,928.00

4.00

317.00

2,536.00

P
No. of Days

Daily Rate

7,560.00
Amount

P

7,560.00

Unit

Unit Cost

Amount

bd.ft.

32.00

shts.

1,551.00

sht.

684.00

kg.

52.00

52.00

kg.

75.00

75.00

pc.

722.00

80.00
4,653.00
684.00

722.00

pcs.

160.00

640.00

pcs.

60.00

720.00

bd.ft.

32.00

80.00

shts.

1,551.00

kg.

75.00

pcs.

160.00

640.00

pcs.

216.00

864.00

pcs.

65.00

520.00

sets

950.00

sets

60.00

240.00

kg.

53.00

53.00

kg.

55.00

55.00

kg.

57.00

57.00

kg.

68.00

68.00

kgs.

75.00

150.00

unit

2,500.00

2,500.00

unit

4,800.00

4,800.00

unit

1,900.00

1,900.00

units

2,300.00

4,600.00

4,653.00
75.00

1,900.00

P

30,781.00
38,341.00

6% per D.O. 29 s 2011

2,300.46

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

40,641.46
40,641.46

UNIT PRICE ANALYSIS

BALUNO OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

8.70

366.00

3,184.20

8.70

317.00

5,515.80

P
No. of Days

Daily Rate

8,700.00
Amount

8.70

1,376.00

11,971.20

8.70

300.00

2,610.00

P

14,581.20
23,281.20

Unit

Unit Cost

Amount

bags

260.00

cu.m.

1,260.00

3,780.00

pcs.

14.00

8,960.00

pcs.

19.00

4,370.00

kgs.

40.50

7,455.84

kgs.

65.00

239.32

11,960.00

able measurements with tolerance of ± 1mm.
P

36,765.16
60,046.36

6% per D.O. 29 s 2011

3,602.78

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

63,649.14
914.50

UNIT PRICE ANALYSIS

(BALUNO OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

8.70

366.00

6,368.40

8.70

317.00

5,515.80

P
No. of Days

Daily Rate

11,884.20
Amount

P

11,884.20

Unit

Unit Cost

Amount

bags.

260.00

10,400.00

cu.m.

1,400.00

3,146.08

P

13,546.08
25,430.28

6% per D.O. 29 s 2011

1,525.82

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

26,956.10
193.65

UNIT PRICE ANALYSIS

No. of Days

Daily Rate

Amount

4.85

366.00

1,774.37

4.85

317.00

1,536.82

P

3,311.18

No. of Days

4.85

Daily Rate

Amount

300.00

P

1,454.40

1,454.40
4,765.58

Unit

Unit Cost

Amount

pcs.

15.00

5,850.00

pcs.

126.00

6,804.00

bags

284.00

1,136.00

pack

58.00

348.00

pcs.

130.00

910.00

UNIT PRICE ANALYSIS

ORKS (BALUNO OPERATOR'S ROOM)

P

15,048.00
19,813.58

6% per D.O. 29 s 2011

1,188.82

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

21,002.40
866.44

No. of Days

Daily Rate

Amount

P
No. of Days

Daily Rate

Amount

P

-

Unit

Unit Cost

sq.m.

1,000.00

Amount

11,000.00

P

11,000.00
11,000.00

6% per D.O. 29 s 2011

660.00

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

11,660.00
11,660.00

UNIT PRICE ANALYSIS

No. of Days

Daily Rate

Amount

3

524.00

1,572.00

3

366.00

1,098.00

3

317.00

1,902.00

P

4,572.00

No. of Days

Daily Rate

Amount

3

2,160.00

3

300.00

900.00

3

300.00

900.00

6,480.00

P

8,280.00
12,852.00

Unit

Unit Cost

Amount

pcs.

216.00

432.00

pcs.

268.00

2,948.00

pcs.

158.00

632.00

kg.

151.00

151.00

able measurements with tolerance of ± 1mm.
P

4,163.00
17,015.00

6% per D.O. 29 s 2011

1,020.90

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

18,035.90
3,558.78

UNIT PRICE ANALYSIS

No. of Days

Daily Rate

Amount

P
No. of Days

Daily Rate

Amount

P

-

Unit

Unit Cost

Amount

sets

800.00

3,200.00

set

500.00

500.00

P

3,700.00
3,700.00

6% per D.O. 29 s 2011

222.00

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

3,922.00
3,922.00

UNIT PRICE ANALYSIS

ALUNO OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

6.00

873.52

5,241.12

6.00

366.00

4,392.00

6.00

317.00

3,804.00

P

13,437.12

No. of Days

Daily Rate

Amount

P

13,437.12

Unit

Unit Cost

Amount

gals.

520.00

520.00

gals.

882.00

4,410.00

gals.

520.00

2,600.00

gals.

1,029.00

gals.

452.00

1,808.00

gals.

494.00

988.00

gal.

546.00

546.00

doz.

151.00

302.00

doz.

151.00

302.00

pint

105.00

105.00

pints

105.00

315.00

pint

105.00

105.00

pint

105.00

105.00

gal.

570.00

570.00

gal.

620.00

620.00

pc.

330.00

330.00

pc.

58.00

58.00

pc.

30.00

30.00

pc.

22.00

22.00

pc.

33.00

33.00

pc.

27.00

27.00

10,290.00

P

24,086.00
37,523.12

6% per D.O. 29 s 2011

2,251.39

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

39,774.51
331.45

UNIT PRICE ANALYSIS

ROOF SEPTIC VAULT (BALUNO OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

6

524.00

3,144.00

6

366.00

4,392.00

6

317.00

3,804.00
P

No. of Days

Daily Rate

11,340.00
Amount

P

11,340.00

Unit

Unit Cost

Amount

bags

260.00

6,500.00

cu.m.
cu.m.

1,260.00
1,050.00

1,890.00
787.50

pack

38.00

342.00

kgs.

40.50

4,345.65

kgs.

65.00

325.00

cu.m.

1,400.00

700.00

shts.

800.00

4,000.00

bd.ft.

20.00

2,000.00

bd.ft.

20.00

3,000.00

kgs.

53.00

106.00

kgs.

55.00

110.00

kg.

63.00

sq.m.

1,000.00

63.00
15,700.00

able measurements with tolerance of ± 1mm.
P

39,869.15
51,209.15

6% per D.O. 29 s 2011

3,072.55

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

54,281.70
9,923.53

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:

#REF!

SPL - 59

STRUCTURE EXCAVATION (BANDERA OPERATOR

Unit of Measurement:

cu.m.

Output per day:

1.80

cu.m./day

Quantity:

2.87

cu.m.

Designation

No. Person

A. Labor
a.

Laborer

2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N.A.

Sub-Total for B
C.

Total (A+B)

D. Output per hour

=

1.80

Name and Specifications
E. Materials
N.A.

cu.m./day

Quantity

Sub-Total for E
F.

Direct Cost (C+E)

G.

Overhead, Contingencies & Miscellaneous

H.

Contractor's Profit (CP)

I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 60

STRUCTURAL CONCRETE CLASS A (BANDERA OPERATO

Unit of Measurement:

cu.m.

Output per day:

11.20

cu.m./

8.50

cu.m.

Quantity:

day

Designation

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

4

c.

Laborer

8

Installation of Formworks
a.

Skilled Laborer

2

b.

Laborer

4
Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.

One Bagger Mixer

1

b.

Concrete Vibrator

1

Sub-Total for B
C.
D. Output per day

Total (A+B)
=

11.20

cu.m./

day

Name and Specifications

Quantity

E. Materials
a.

*12mm Thk x 1.20m x 2.40m Ordinary Plywood

14.00

b.

2" x 2" x 10' Coco Lumber

153.33

c.

2" x 3" x 10' Coco Lumber

215.00

d.

2" x 4" x 10' Coco Lumber

226.67

e.

4" C.W. Nail

3.00

f.

3" C.W. Nail

2.00

g.

1-1/2" C.W. Nail

2.00

h.

Portland Cement

77.00

i.

Washed Sand

3.75

j.

Gravel

7.50

*All sizes referred herein should mean commercially avaiable measurements with toleran
Sub-Total for E
F.

Direct Cost (C+E)

G.

Overhead, Contingencies & Miscellaneous

H.

Contractor's Profit (CP)

I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 61

Unit of Measurement:

kg.

Output per day:
Quantity:

REINFORCING STEEL BAR, GRADE 33 (BANDERA OPERA

1,440.00

kg.

785.95

kgs.

Designation

/day

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

2

c.

Laborer

8

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.

Bar Cutter

1

b.

Bar Bender

1

c.

Cargo Truck

1

Sub-Total for B
C.

Total (A+B)

D. Output per day

=

1,440.00

kg.

Name and Specifications

/day
Quantity

E. Materials
a.

*10mm.Ø x 6.00m. Def. Reinforcing Steel Bars

311.47

b.

*12mm.Ø x 6.00m. Def. Reinforcing Steel Bars

360.72

c.

*16mm.Ø x 6.00m. Def. Reinforcing Steel Bars

113.76

d.

#16 G.I. Tie-wire

24.000

*All sizes referred herein should mean commercially avaiable measurements with toleran
Sub-Total for E
F.

Direct Cost (C+E)

G.

Overhead, Contingencies & Miscellaneous

H.

Contractor's Profit (CP)

I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 62

Unit of Measurement:

lot

Output per day:

PLUMBING WORKS (BANDERA OPERATOR'S ROOM)

Quantity:

1.00

lot

Designation

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

1

c.

Laborer

2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N/A

Sub-Total for B
C.

Total (A+B)

D. Output per day

=
Name and Specifications

Quantity

E. Materials
1. Storm Drainage
50mm.Ø x 3.00m. PVC Pipe, Series 1000
50mm.Ø x 90o PVC Sanitary Bend, Series 1000

6
8

50mm.Ø PVC Coupling, Series 1000

4

PVC Solvent Cement

2

2. Sanitary Pipe
100mm.Ø x 3.00m. PVC Pipe, Series 1000

4

100mm.Ø x 45o PVC Sanitary Elbow Series 1000

6

100mm.Ø x 90o PVC Sanitary Elbow Series 1000

4

100mm.Ø PVC Sanitary Clean Out, Series 1000

2

100mm.Ø PVC Sanitary Coupling, Series 1000

2

50mm.Ø x 3.00m. PVC Pipe, Series 1000

3

50mm.Ø PVC Sanitary Coupling, Series 1000

2

50mm.Ø x 90o PVC Sanitary Bend, Series 1000

1

100mm.Ø x 100mm.Ø PVC Sanitary Tee, Series 1000

4

100mm.Ø x 100mm.Ø PVC Sanitary Wye, Series 1000

2

100mm.Ø x 50mm.Ø PVC Sanitary Tee, Series 1000

1

50mm.Ø x 50mm.Ø PVC Sanitary Tee, Series 1000

1

PVC Cement Solvent

4

3. Cold Pipe
12mm.Ø x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge Standard

3

12mm.Ø x 90 G.I. Elbow, ANSI B16.3, Class 150 Standard

7

12mm.Ø x 12mm.Ø G.I. Tee, ANSI B16.3, Class 150 Standard

4

12mm.Ø Brass Faucet

2

12mm.Ø G.I. Union Patent, ANSI B16.3, Class 150 Standard

1

25mm. Teflon Tape

6

o

4. Sanitary Fixtures
Flush Type Water Closet w/ Complete Fittings & Accs.

1

Wall Mounted Type Lavatory w/ Complete Fittings & Accs.

1

Ceramic Tissue Holder

1

Ceramic Soap Holder

1

12mm. Shower Head

1

12mm. Shower Valve

1

100mm. x 100mm. Stainless Double Strainer Floor Drain

2

6mm. Thk. x 0.60m. x 0.60m. Beveled Frameless Mirror

1

Sub-Total for E
F.

Direct Cost (C+E)

G.

Overhead, Contingencies & Miscellaneous

H.

Contractor's Profit (CP)

I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 63

Unit of Measurement:

lot

CARPENTRY WORKS (BANDERA OPERATOR'S ROOM)

Output per day:

lot

Quantity:

1.00

/day

lot

Designation

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

2

c.

Laborers

2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment

Sub-Total for B
C.

Total (A+B)

D. Output per day

=

0.00

lot

Name and Specifications

/day
Quantity

E. Materials
1. One Unit Cabinet
3pcs. - 1" x 1" x 10' Mahogany Lumber

2.5

19mm. Thk. x 1.20m. x 2.40m. Marine Plywood

3

6mm. Thk. x 1.20m. x 2.40m. Marine Plywood

1

3" C.W. Nail

1

1" C.W. Finishing Nail

1

12mm.Ø x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge Standard

1

Cabinet Handle (Chrome)
Cabinet Concealed Hinges w/ Screw

4
12

2. One Unit Table
3pcs. - 1" x 1" x 10' Mahogany Lumber

2.5

19mm. Thk. x 1.20m. x 2.40m. Marine Plywood

3

1" C.W. Finishing Nail

1

Drawer Handle (Chrome)

4

3. Hardware
4" x 3" Loose Pin Hinges (Heavy Duty) w/ Screw

4

2" x 2" Cabinet Hinges w/ Screw

8

Stainless Door Knob (Heavy Duty)

2

Drawer Lock (Heavy Duty)

4

4" C.W. Nail

1

2-1/2" C.W. Nail

1

2" C.W. Nail

1

1" C.W. Nail

1

1" Finishing Nail

2

4. Door Frame/Panel Door & Window Jamb
Pre-fabricated 0.80m. x 2.10m. x 50mm. x 150mm. Mahogany Wood
Door Jamb
Pre-fabricated 0.80m. x 2.10m. Mahogany Wood Panel Type Door w/
50mm. x 100mm. Door Frame & 37.5mm thk. Door Board
Pre-fabricated 0.60m. X 2.10m. PVC Door w/ Door Jamb and Hinges w/
Screw
Pre-fab. 1.165m. X 1.45m. X 50mm. X 150mm. 2 Panel Mahogany
Wood Window Jamb
Sub-Total for E
F.

Direct Cost (C+E)

G.

Overhead, Contingencies & Miscellaneous

H.

Contractor's Profit (CP)

I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

1
1
1
2

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 64

Unit of Measurement:

sq.m.

Output per day:

8.00

sq.m.

69.60

sq.m.

Quantity:

MASONRY WORKS (BANDERA OPERATOR'S ROOM)
/day

Designation

No. Person

A. Labor
a

Skilled Laborer

1

b.

Laborer

2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.
b.

1

One Bagger Mixer (w/ Fuel)

1

Bar Cutter

Sub-Total for B
C.

Total (A+B)

D. Output per day

=

8.00

sq.m.

Name and Specifications

/day
Quantity

E. Materials
a.

Portland Cement

46.00

b.

Washed Sand

c.

100mm. x 200mm. x 400mm. Hollow Block (NLB)

640.00

d.

150mm. x 200mm. x 400mm. Hollow Block (LB)

230.00

e.

*10mm.Ø x 6.00m. Def. Reinforcing Steel Bar

184.09

f.

#16 G.I. Tie-wire

3.00

3.68

*All sizes referred herein should mean commercially avaiable measurements with toleran
Sub-Total for E
F.

Direct Cost (C+E)

G.

Overhead, Contingencies & Miscellaneous

H.

Contractor's Profit (CP)

I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 65

Unit of Measurement:

sq.m.

Output per day:

16.00

Quantity:

139.20

PLASTERING WORKS (BANDERA OPERATOR'S ROOM)
sq.m./day
sq.m.

Designation

No. Person

A. Labor
a.

Skilled Laborer

2

b.

Laborer

2

Sub-Total for A
Name and Capacity
B. Equipment
N.A.

No. of Units

Sub-Total for B
C.

Total (A+B)

D. Output per hour

=

16.00

sq.m./day

Name and Specifications

Quantity

E. Materials
a.

Portland Cement

b.

Fine Sand

40.00
2.25

Sub-Total for E
F.

Direct Cost (C+E)

G.

Overhead, Contingencies & Miscellaneous

H.

Contractor's Profit (CP)

I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 66

Unit of Measurement:

sq.m.

Output per day:

5.00

Quantity:

24.24

TILE WORKS (BANDERA OPERATOR'S ROOM)
sq.m./day
sq.m.

Designation

No. Person

A. Labor
a.

Skilled Laborer

1

b.

Laborer

1

Sub-Total for A

Name and Capacity

No. of Units

B. Equipment
a.

1

Tile Cutter/Angular Grinder

Sub-Total for B
C.

Total (A+B)

D. Output per hour

=

5.00

sq.m./day

Name and Specifications

Quantity

E. Materials
a.

200mm. x 200mm. Ceramic Tiles (White)

390.00

b.

400mm. x 400mm. Granite Tiles (White)

c.

Tile Adhesive (25kgs./bag)

4.00

d.

Tile Grout (2kgs./pack)

6.00

e.

PVC Tile Trim (White)

7.00

54.00

Sub-Total for E
F.

Direct Cost (C+E)

G.

Overhead, Contingencies & Miscellaneous

H.

Contractor's Profit (CP)

I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 67

Unit of Measurement:

lot

Output per day:

WATERPROOFING WORKS (BANDERA OPERATOR'S ROO

Quantity:

1.00

lot

Designation

No. Person

A. Labor
N.A.

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N/A

Sub-Total for B
C.

Total (A+B)

D. Output per day

=
Name and Specifications

E. Materials
a.
Bituminous Membrane Polyester Reinforced Water Proofing

Sub-Total for E
F.

Direct Cost (C+E)

G.

Overhead, Contingencies & Miscellaneous

H.

Contractor's Profit (CP)

I.

Value Added Tax (VAT)

Quantity

11

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 68

Unit of Measurement:

sq.m.

Output per day:

1.70

sq.m.

5.068

sq.m.

Quantity:

STEEL WORKS (BANDERA OPERATOR'S ROOM)
/day

Designation

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

1

c.

Laborer

2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.

Welding Machine

1

b.

Angular Grinder

1

c.

Cut-Off Saw

1

Sub-Total for B
C.

Total (A+B)

D. Output per day

=

1.70

Name and Specifications

sq.m.

/day
Quantity

E. Materials
a.

10mm. x 10mm. x 6.00m. Square Bar

2

b.

12mm. x 12mm. x 6.00m. Square Bar

11

c.

6mm. Thk. x 20mm. x 6.00m. Flat Bar

4

d.

6011 Welding Rod

1

Sub-Total for E
F.

Direct Cost (C+E)

G.

Overhead, Contingencies & Miscellaneous

H.

Contractor's Profit (CP)

I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 69

Unit of Measurement:

lot

GLASS WORKS (BANDERA OPERATOR'S ROOM)

Output per day:
Quantity:

1.00

lot

Designation

No. Person

A. Labor

Sub-Total for A
Name and Capacity
B. Equipment

No. of Units

Sub-Total for B
C.

Total (A+B)

D. Output per day

=

0.00

0

Name and Specifications

Quantity

E. Materials
a.
Supply and installation of 5.5mm thk. x 13 - Blades Smoke Glass x
0.65m.
Width Glass Jalousies w/ Aluminum Holder
b.

0

Supply and installation of 5.5mm. Thk. x 6 Blades x 0.60m.

4
1

Width Smoke Glass Jalousies w/ Aluminum Holder

Sub-Total for E
F.

Direct Cost (C+E)

G.

Overhead, Contingencies & Miscellaneous

H.

Contractor's Profit (CP)

I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 70

Unit of Measurement:

sq.m.

Output per day:

20.00

sq.m.

120.00

sq.m.

Quantity:

Designation

PAINTING WORKS (BANDERA OPERATOR'S ROOM)
/day

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

2

c.

Laborer

2

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N/A

Sub-Total for B
C.

Total (A+B)

D. Output per day

=

20.00

sq.m.

Name and Specifications

/day
Quantity

E. Materials
a.

Concrete Neutralizer

1.00

b.

Solvent Based Acrylic Paint Primer

5.00

c.

Solvent Based Acrylic Cast

5.00

d.

Solvent Based Acrylic Paint Top Coat White Gloss

e.

Solvent Based Acrylic Reducer

4.00

f.

Lacquer Thinner

2.00

g.

Body Filler w/ Hardener

1.00

h.

#150 Sand Paper

2.00

i.

#120 Sand Paper

2.00

j.

Red Tinting Color for Solvent Based Acrylic Paint

1.00

k.

Raw Sienna Tinting Color for Solvent Based Acrylic Paint

3.00

l.

Thalo Blue Tinting Color for Solvent Based Acrylic Paint

1.00

m.

Lamp Black Tinting Color for Solvent Based Acrylic Paint

1.00

n.

Red Lead Paint Primer

1.00

o.

Quick Dry Enamel (Royal Blue)

1.00

p.

Paint Thinner

1.00

q.

Baby Roller w/ Handle

1.00

r.

Paint Tray

1.00

s.

2" Steel Brush

1.00

t.

3" Paint Brush

1.00

u.

2" Paint Brush

1.00
Sub-Total for E

F.

Direct Cost (C+E)

10.00

G.

Overhead, Contingencies & Miscellaneous

H.

Contractor's Profit (CP)

I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 71

CONSTRUCTION OF SEPTIC VAULT (BANDERA OPERATO

Unit of Measurement:

cu.m.

Output per day:

0.91

cu.m.

Quantity:

5.47

cu.m.

/day

Designation

No. Person

A. Labor
a.

Construction Foreman

1

b.

Skilled Laborer

2

c.

Laborer

2
Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N/A
Sub-Total for B
C.

Total (A+B)

D. Output per day

=

0.91

cu.m.

Name and Specifications

/day
Quantity

E. Materials
a.

Portland Cement

25

b.

Washed Sand

1.5

c.

Gravel (G-1)

d.

Concrete Water Proofing Compound

e.

*10mm.Ø x 6.00m. Def. Reinforcing Steel Bars

f.

#16 G.I. Tie-wire

g.

Fine Sand (for plastering)

h.

12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood

i.

30pcs. - 2" x 2" x 10' Coco Lumber

100

j.

30pcs. - 2" x 3" x 10' Coco Lumber

150

k.

4" C.W. Nail

2

l.

3" C.W. Nail

2

0.75
9
107
5
0.50
5

m.

1-1/2" C.W. Nail

1

n.

Bituminous Membrane Polyester Reinforced Water Proofing

15.70

*All sizes referred herein should mean commercially avaiable measurements with toleran
Sub-Total for E
F.

Direct Cost (C+E)

G.

Overhead, Contingencies & Miscellaneous

H.

Contractor's Profit (CP)

I.

Value Added Tax (VAT)

J.

Total Cost

k.

Total Unit Cost

NIT PRICE ANALYSIS

EXCAVATION (BANDERA OPERATOR'S ROOM)

No. of Days

Daily Rate

1.59

317.00

Amount

1,010.88

P
No. of Days

Daily Rate

1,010.88
Amount

P

1,010.88

Unit

Unit Cost

Amount

P

1,010.88

6% per D.O. 29 s 2011

60.65

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

1,071.53
373.36

NIT PRICE ANALYSIS

RETE CLASS A (BANDERA OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

0.76

873.52

662.94

0.76

366.00

1,111.07

0.76

317.00

1,924.64

3.04

366.00

2,222.14

3.04

317.00

3,849.29
P

9,770.08

No. of Days

Daily Rate

Amount

0.76

1,376.00

1,044.29

0.76

1,191.04

903.91
P

1,948.20
11,718.28

Unit

Unit Cost

Amount

shts.

800.00

11,200.00

bd.ft.

20.00

3,066.67

bd.ft.

20.00

4,300.00

bd.ft.

20.00

4,533.33

kgs.

65.00

195.00

kg.

65.00

130.00

kg.

65.00

130.00

bags

260.00

20,020.00

cu.m.

1,260.00

4,725.00

cu.m.

1,050.00

7,875.00

ble measurements with tolerance of ± 1mm.
P

56,175.00
67,893.28

6% per D.O. 29 s 2011

4,073.60

0% per D.O. 29 s 2011
0% per D.O. 29 s 2011
71,966.88
8,466.69

NIT PRICE ANALYSIS

BAR, GRADE 33 (BANDERA OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

0.55

524.00

286.00

0.55

366.00

399.52

0.55

317.00

1,384.15

P

2,069.67

No. of Days

Daily Rate

Amount

0.55

1,758.00

959.51

0.55

2,812.00

1,534.79

0.55

8,816.00

4,811.76

P

7,306.06
9,375.73

Unit

Unit Cost

Amount

kgs.

40.5

12614.54

kgs.

40.5

14609.16

kgs.

40.5

4607.28

kgs.

65.00

1560.00

ble measurements with tolerance of ± 1mm.

NIT PRICE ANALYSIS

BANDERA OPERATOR'S ROOM)

P

33,390.98
42,766.70

6% per D.O. 29 s 2011

2,566.00

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

45,332.71
57.68

No. of Days

Daily Rate

Amount

4

524.00

2,096.00

4

366.00

1,464.00

4

317.00

2,536.00

P
No. of Days

Daily Rate

6,096.00
Amount

P

6,096.00

Unit

Unit Cost

Amount

pcs.
pcs.

483.00
37.00

pcs.

16.00

qrts.

460.00

920.00

pcs.

3,864.00

pcs.

966.00
101.00

pcs.

137.00

548.00

pcs.

98.00

196.00

pcs.

66.00

132.00

pcs.
pcs.

483.00
16.00

pc.

37.00

pcs.

171.00

2,898.00
296.00
64.00

606.00

1,449.00
32.00
37.00
684.00

pcs.

211.00

422.00

pc.

211.00

211.00

pc.

62.00

qrts.

460.00

1,840.00

pcs.

722.00

2,166.00

pcs.

19.00

133.00

pcs.

28.00

112.00

pcs.

540.00

pc.

270.00
75.00

rolls

34.00

204.00

unit

3,550.00

3,550.00

unit

2,415.00

2,415.00

pc.

300.00

300.00

pc.

280.00

280.00

pc.

1,218.00

pc.

525.00

pcs.

525.00
110.00

pc.

440.00

440.00

62.00

75.00

1,218.00
220.00

P

26,439.00
32,535.00

6% per D.O. 29 s 2011

1,952.10

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

34,487.10
34,487.10

NIT PRICE ANALYSIS

(BANDERA OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

4.00

524.00

2,096.00

4.00

366.00

2,928.00

4.00

317.00

2,536.00

P
No. of Days

Daily Rate

7,560.00
Amount

P

7,560.00

Unit

Unit Cost

Amount

bd.ft.

32.00

shts.

1,551.00

sht.

684.00

kg.

52.00

52.00

kg.

75.00

75.00

pc.

722.00

80.00
4,653.00
684.00

722.00

pcs.

160.00

640.00

pcs.

60.00

720.00

bd.ft.

32.00

80.00

shts.

1,551.00

kg.

75.00

pcs.

160.00

640.00

pcs.

216.00

864.00

pcs.

65.00

520.00

sets

950.00

sets

60.00

240.00

kg.

53.00

53.00

kg.

55.00

55.00

kg.

57.00

57.00

kg.

68.00

68.00

kgs.

75.00

150.00

unit

2,500.00

2,500.00

unit

4,800.00

4,800.00

unit

1,900.00

1,900.00

units

2,300.00

4,600.00

4,653.00
75.00

1,900.00

P

30,781.00
38,341.00

6% per D.O. 29 s 2011

2,300.46

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

40,641.46
40,641.46

NIT PRICE ANALYSIS

ANDERA OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

8.70

366.00

3,184.20

8.70

317.00

5,515.80

P
No. of Days

Daily Rate

8,700.00
Amount

8.70

1,376.00

11,971.20

8.70

300.00

2,610.00

P

14,581.20
23,281.20

Unit

Unit Cost

Amount

bags

260.00

cu.m.

1,260.00

3,780.00

pcs.

14.00

8,960.00

pcs.

19.00

4,370.00

kgs.

40.50

7,455.84

kgs.

65.00

239.32

11,960.00

ble measurements with tolerance of ± 1mm.
P

36,765.16
60,046.36

6% per D.O. 29 s 2011

3,602.78

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

63,649.14
914.50

NIT PRICE ANALYSIS

(BANDERA OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

8.70

366.00

6,368.40

8.70

317.00

5,515.80

P
No. of Days

Daily Rate

11,884.20
Amount

P

11,884.20

Unit

Unit Cost

Amount

bags.

260.00

10,400.00

cu.m.

1,400.00

3,146.08

P

13,546.08
25,430.28

6% per D.O. 29 s 2011

1,525.82

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

26,956.10
193.65

NIT PRICE ANALYSIS

No. of Days

Daily Rate

Amount

4.85

366.00

1,774.37

4.85

317.00

1,536.82

P

3,311.18

No. of Days

4.85

Daily Rate

Amount

300.00

P

1,454.40

1,454.40
4,765.58

Unit

Unit Cost

Amount

pcs.

15.00

5,850.00

pcs.

126.00

6,804.00

bags

284.00

1,136.00

pack

58.00

348.00

pcs.

130.00

910.00

P

15,048.00
19,813.58

6% per D.O. 29 s 2011

1,188.82

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

-

NIT PRICE ANALYSIS

ORKS (BANDERA OPERATOR'S ROOM)

21,002.40
866.44

No. of Days

Daily Rate

Amount

P
No. of Days

Daily Rate

Amount

P

-

Unit

Unit Cost

sq.m.

1,000.00

Amount

11,000.00

P

11,000.00
11,000.00

6% per D.O. 29 s 2011

660.00

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

-

11,660.00
11,660.00

NIT PRICE ANALYSIS

No. of Days

Daily Rate

Amount

3

524.00

1,572.00

3

366.00

1,098.00

3

317.00

1,902.00

P

4,572.00

No. of Days

Daily Rate

Amount

3

2,160.00

3

300.00

900.00

3

300.00

900.00

6,480.00

P

8,280.00
12,852.00

Unit

Unit Cost

Amount

pcs.

216.00

432.00

pcs.

268.00

2,948.00

pcs.

158.00

632.00

kg.

151.00

151.00

P

4,163.00
17,015.00

6% per D.O. 29 s 2011

1,020.90

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

18,035.90
3,558.78

NIT PRICE ANALYSIS

No. of Days

Daily Rate

Amount

P
No. of Days

Daily Rate

Amount

P
-

Unit

Unit Cost

Amount

sets

800.00

3,200.00

set

500.00

500.00

P

3,700.00
3,700.00

6% per D.O. 29 s 2011

222.00

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

3,922.00
3,922.00

NIT PRICE ANALYSIS

ANDERA OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

6.00

873.52

5,241.12

6.00

366.00

4,392.00

6.00

317.00

3,804.00

P
No. of Days

Daily Rate

13,437.12
Amount

P

13,437.12

Unit

Unit Cost

Amount

gals.

520.00

520.00

gals.

882.00

4,410.00

gals.

520.00

2,600.00

gals.

1,029.00

gals.

452.00

1,808.00

gals.

494.00

988.00

gal.

546.00

546.00

doz.

151.00

302.00

doz.

151.00

302.00

pint

105.00

105.00

pints

105.00

315.00

pint

105.00

105.00

pint

105.00

105.00

gal.

570.00

570.00

gal.

620.00

620.00

pc.

330.00

330.00

pc.

58.00

58.00

pc.

30.00

30.00

pc.

22.00

22.00

pc.

33.00

33.00

pc.

27.00

27.00

10,290.00

P

24,086.00
37,523.12

6% per D.O. 29 s 2011

2,251.39

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

39,774.51
331.45

NIT PRICE ANALYSIS

SEPTIC VAULT (BANDERA OPERATOR'S ROOM)

No. of Days

Daily Rate

Amount

6

524.00

3,144.00

6

366.00

4,392.00

6

317.00

3,804.00
P

No. of Days

Daily Rate

11,340.00
Amount

P

11,340.00

Unit

Unit Cost

Amount

bags

260.00

6,500.00

cu.m.

1,260.00

1,890.00

cu.m.

1,050.00

787.50

pack

38.00

342.00

kgs.

40.50

4,345.65

kgs.

65.00

325.00

cu.m.

1,400.00

700.00

shts.

800.00

4,000.00

bd.ft.

20.00

2,000.00

bd.ft.

20.00

3,000.00

kgs.

53.00

106.00

kgs.

55.00

110.00

kg.

63.00

sq.m.

1,000.00

63.00
15,700.00

ble measurements with tolerance of ± 1mm.
P

39,869.15
51,209.15

6% per D.O. 29 s 2011

3,072.55

0% per D.O. 29 s 2011

-

0% per D.O. 29 s 2011

54,281.70
9,923.53

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 5
cu.m.
16.00
310.00

EMBANKMENT (BALUNO)
cu.m./day
cu.m.

Designation

No. Person

A. Labor
b.
Laborer

4

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.
Tamper Rammer
b.
Water Truck (1000 gal.)

C.
D. Output per hour

Sub-Total for B
Total (A+B)
=
16.00
Name and Specifications

E. Materials
a.
Filling Materials
(Filling Materials for Baluno Ground Tank)

2
1

cu.m./day

Quantity

420.00

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

UNIT PRICE ANALYSIS

No. of Days

Daily Rate

19.38

317.00

24,567.50

P
No. of Days

19.38
1.94

Daily Rate

1,920.00
8,520.00

P

Unit

cu.m.

Amount

Unit Cost

275.00

24,567.50
Amount

74,400.00
16,507.50

90,907.50
115,475.00

Amount

115,500.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

115,500.00
230,975.00
13,858.50
244,833.50
789.79

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 72
lot

PIPELINE & APPURTENANCES (BALUNO)
lotday
lot

1.00

Designation
A.

Labor
a Skilled Worker
b Laborer

No. Pe

3
6

Sub-Total for A
Name and Capacity
B.

C.
D.

Equipment
a Welding Machine w/ Cutting Outfit

Output per hour

=

1

Sub-Total for B
Total (A+B)
0.00
lotday
Name and Specifications

E.

No. of U

Quan

Materials
Pipeline
100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R.

7.0

D2
100mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard)
100mmØ x 100mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 125
100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125
100mmØ Steel Blind Flange in accordance w/ AWWA C207 Class D Std.
100mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std.
100mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI)
5/8"Ø x 3-1/2" Stainless Bolt w/ Nut & Washer

1.0
1.0
1.0
1.0
1.0
1.0
24.0

3.0

6mm Thk Rubber Gasket

D3
100mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard)
100mmØ x 100mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 125
100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125
100mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std.
100mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI)
5/8"Ø x 3-1/2" Stainless Bolt w/ Nut & Washer
6mm Thk Rubber Gasket

1.0
1.0
2.0
1.0
2.0
24.0
3.0

D4, D5 & D8
100mmØ x 45o PVC Bend, Class 150, B/S w/ R.R.

8.0

D6 (Drain & Overflow Pipe)
250mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard)
250mmØ x 250mmØ C.I. Tee, F/F
250mmØ C.I. Body Gate Valve, F/F, PN16, NRS
250mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std.
250mmØ C.I. Sleeve Type Flexible Coupling (B.I.)
7/8"Ø x 3-1/2" Stainless Bolt w/ Nut & Washer

2.0
2.0
2.0
10.0
4.0
120.

D7 (Distribution Pipe)
100mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard)
100mmØ C.I. Body Gate Valve, F/F, PN16, NRS
100mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std.
100mmØ C.I. Sleeve Type Flexible Coupling (PVC-B.I.)
5/8"Ø x 3-1/2" Stainless Bolt w/ Nut & Washer
Ind. Oxygen (Content)
Acetylene (Content)

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

2.0
2.0
4.0
2.0
32.0
4.0
2.0

NIT PRICE ANALYSIS

No. Person

No. of Days

Daily Rate

3
6

4.00
4.00

366.00
317.00

4,392.00
7,608.00

P
No. of Units No. of Days

1

2.00

Amount

Daily Rate

2,160.00

P

Unit Cost

12,000.00
Amount

4,320.00

4,320.00
16,320.00

Quantity

Unit

Amount

7.00

pcs.

2,483.00

17,381.00

1.00
1.00
1.00
1.00
1.00
1.00
24.00

pc.
pc.
pc.
pc.
pc.
pc.
pcs.

7,269.00
3,900.00
2,746.00
520.00
473.00
3,633.00
95.00

7,269.00
3,900.00
2,746.00
520.00
473.00
3,633.00
2,280.00

3.00

kgs.

85.00

255.00

1.00
1.00
2.00
1.00
2.00
24.00
3.00

pc.
pc.
pc.
pc.
pcs.
pcs.
kgs.

7,269.00
3,900.00
2,746.00
473.00
3,633.00
95.00
85.00

7,269.00
3,900.00
5,492.00
473.00
7,266.00
2,280.00
255.00

8.00

pcs.

524.00

4,192.00

2.00
2.00
2.00
10.00
4.00
120.00

pcs.
pcs.
pcs.
pc.
pcs.
pcs.

19,554.00
19,465.00
37,059.00
1,150.00
13,671.00
137.00

39,108.00
38,930.00
74,118.00
11,500.00
54,684.00
16,440.00

2.00
2.00
4.00
2.00
32.00
4.00
2.00

pcs.
pcs.
pc.
pcs.
pcs.
cyls.
cyls.

7,269.00
8,956.00
473.00
3,633.00
95.00
750.00
1,500.00
P

14,538.00
17,912.00
1,892.00
7,266.00
3,040.00
3,000.00
3,000.00
355,012.00
371,332.00
22,279.92
393,611.92
393,611.92

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 73
lot
0.25
1.00

PIPELINE & APPURTENANCES (BANDERA)
lotday
lot

Designation
A. Labor
a Skilled Worker
b Laborer

No. Per

3
6

Sub-Total for A
Name and Capacity
B. Equipment
a Welding Machine w/ Cutting Outfit

C.
D. Output per hour

=

No. of U

1

Sub-Total for B
Total (A+B)
0.25
lotday
Name and Specifications

Quant

E. Materials
Pipeline
150mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R.
100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R.

5.00
2.00

D2
150mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard)
150mmØ x 150mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 125
150mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125
150mmØ Steel Blind Flange in accordance w/ AWWA C207 Class D Std.
150mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std.
150mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI)

1.00
1.00
1.00
1.00
1.00
1.00

3/4"Ø x 3-1/2" Stainless Bolt w/ Nut & Washer
6mm Thk Rubber Gasket

24.0
3.00

D3
150mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard)
150mmØ x 150mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 125
150mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125
150mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std.
150mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI)
3/4"Ø x 3-1/2" Stainless Bolt w/ Nut & Washer
6mm Thk Rubber Gasket

1.00
1.00
2.00
1.00
2.00
24.0
3.00

D4, D5 & D8
150mmØ x 45o PVC Bend, Class 150, B/S w/ R.R.
100mmØ x 45o PVC Bend, Class 150, B/S w/ R.R.

4.00
4.00

D6 (Drain & Overflow Pipe)
250mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard)
250mmØ x 250mmØ C.I. Tee, F/F
250mmØ C.I. Body Gate Valve, F/F, PN16, NRS
250mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std.
250mmØ C.I. Sleeve Type Flexible Coupling (B.I.)
7/8"Ø x 3-1/2" Stainless Bolt w/ Nut & Washer

2.00
2.00
2.00
10.0
4.00
120.0

D7 (Distribution Pipe)
100mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard)
100mmØ C.I. Body Gate Valve, F/F, PN16, NRS
100mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std.
100mmØ C.I. Sleeve Type Flexible Coupling (PVC-B.I.)
5/8"Ø x 3-1/2" Stainless Bolt w/ Nut & Washer
Ind. Oxygen (Content)
Acetylene (Content)

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

2.00
2.00
4.00
2.00
32.0
4.00
2.00

NIT PRICE ANALYSIS

No. Person

No. of Days

Daily Rate

3
6

4.00
4.00

366.00
317.00

4,392.00
7,608.00

P
No. of Units No. of Days

1

2.00

Amount

Daily Rate

2,160.00

P

Unit Cost

12,000.00
Amount

4,320.00

4,320.00
16,320.00

Quantity

Unit

Amount

5.00
2.00

pcs.
pcs.

4,610.00
2,483.00

23,050.00
4,966.00

1.00
1.00
1.00
1.00
1.00
1.00

pc.
pc.
pc.
pc.
pc.
pc.

8,645.00
6,331.00
3,276.00
780.00
568.00
5,842.00

8,645.00
6,331.00
3,276.00
780.00
568.00
5,842.00

24.00
3.00

pcs.
kgs.

115.00
85.00

2,760.00
255.00

1.00
1.00
2.00
1.00
2.00
24.00
3.00

pc.
pc.
pc.
pc.
pcs.
pcs.
kgs.

8,645.00
6,331.00
3,276.00
568.00
5,842.00
115.00
85.00

8,645.00
6,331.00
6,552.00
568.00
11,684.00
2,760.00
255.00

4.00
4.00

pcs.
pcs.

2,315.00
551.00

9,260.00
2,204.00

2.00
2.00
2.00
10.00
4.00
120.00

pcs.
pcs.
pcs.
pc.
pcs.
pcs.

19,554.00
19,465.00
37,059.00
1,150.00
13,671.00
137.00

39,108.00
38,930.00
74,118.00
11,500.00
54,684.00
16,440.00

2.00
2.00
4.00
2.00
32.00
4.00
2.00

pcs.
pcs.
pc.
pcs.
pcs.
cyls.
cyls.

7,269.00
8,956.00
473.00
3,633.00
95.00
750.00
1,500.00
P

14,538.00
17,912.00
1,892.00
7,266.00
3,040.00
3,000.00
3,000.00
390,160.00
406,480.00
24,388.80
430,868.80
430,868.80

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

DETAILED UNIT PRICE ANALYSIS
#REF!

PROJECT NAME:

Item No./Description:

SPL - 74

Unit of Measurement:
Output per day:
Quantity:

unit

SUPPLY/CONST./TESTING/DISINFECT./COMM. OF 300 C
BANDERA)

2.00

lot/day
units

Designation
A.

No. Person

Labor
Including in the Package
Sub-Total for A
Name and Capacity

B.

C.
D.

Equipment
Including in the Package

Output per hour

Sub-Total for B
Total (A+B)
=
0.00
Name and Specifications

E.

No. of Units

lot/day

Quantity

Materials
2.00

a. SUPPLY/CONST./LEAKAGE TESTING/DISINFECT./ COMM. OF 300
CU.M. MODULAR TANK (1 UNIT FOR BALUNO & 1 UNIT FOR BANDERA)
Specifications:
1. Mobilization, demobilization, Labor, Tools, Equipment, Testing of Materials
& other cost contingency shall be included in this Item of work
2. Tank Concrete Foundation shall be designed as per National Structural
Code of the Philippines (NSCP) & constructed by the winning bidder and shall
conform to proposed site development and actual site soil condition
3. Three Hundred (300) Cu. M. Usable Capacity Steel Tank for Potable Water w/ complete
accessories
4. Materials shall be high tensile steel sheets with minimum 70,000psi
yield strength
5. Pipe Stub-out Connection:
1 unit - Modular Tank for Bandera:
2 units-100mmØ, 2 units -150mmØ, 2 unit
1 unit - Modular Tank for Baluno:
4 units-100mmØ, 2 units - 250mmØ
6. Tank Designed as per NSCP 2010 (or Latest Edition)
Seismic Zone 4
150mph Wind Load
other parameter & factor shall refer to NSCP 2010 (or Latest Edition)
7. Reference Standard:
NSCP 2010
AS/NZS 4020:1999
EN ISO 28765:2011

F.
G.
H.
I.
J.
k.

ANSI/AWWA D103-09
or other equivalent standards for Modular Tank
8. During bidding, the bidder shall provide the site development showing the proposed location
of Modular Tank & required to show sample wall pannel.
Note: See Attached ZCWD Baluno & Bandera Ground Tank Site Development Plan
Sub-Total for E
Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

UNIT PRICE ANALYSIS

STING/DISINFECT./COMM. OF 300 CU.M. MODULAR TANK (FOR BALUNO &

No. of Days

Daily Rate

Amount

P
No. of Days

Daily Rate

Amount

P

Unit

Unit Cost

units

5,500,000.00

or Potable Water w/ complete

00mmØ, 2 units -150mmØ, 2 units - 250mmØ
00mmØ, 2 units - 250mmØ

Amount
11,000,000.00

ment showing the proposed location

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

11,000,000.00
11,000,000.00
660,000.00
11,660,000.00
5,830,000.00

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 75
lot
1.00
2.00

SUPPLY & INST. OF 40GPD HYPOCHLORINATOR (BANDERA
lot/day
lots

Designation
A.

No. Person

Labor
Including in the Package

Sub-Total for A
Name and Capacity
B.

C.
D.

Equipment
Including in the Package

Output per hour

=

Sub-Total for B
Total (A+B)
1.00
lot/day

Name and Specifications
E.

No. of Units

Quantity

Materials
SUPPLY & INST. OF 40GPD HYPOCHLORINATOR (BANDERA & BALUNO)
Specs:
"CHEM-TECH" heavy Duty Hypochlorinator with 100 liters Solution Tank
with stirrer, series 200, designed to deliver 40 GPD(max) vs. 125 psig,
mechanical diaphragm type and oil bathed gear assembly, driven by
electric motor, 230V, single phase, 60 Hz. With complete standard
suction & discharge accessories:
- 4 ft. Suction Tubing, clear PVC, 7/16"OD
- 8 ft. Discharge Tubing, P.E., 1/2" OD
- 1 set Back check Valve & Injection Fittings
- 1 set Foot Valve with strainer
- 1 pc. Bleed Valve

2.00

Provision for Chlorinator Injection Fittings:
50mm.Ø G.I. Coupling, ANSI B16.3 Class 150
50mm.Ø x 150mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std.
50mm.Ø G.I. Cap, ANSI B16.3 Class 150
19mm.Ø G.I. Coupling, ANSI B16.3 Class 150
19mm.Ø x 12mm.Ø G.I. Bushing, ANSI B16.3 Class 150
12mm.Ø G.I. Plug, ANSI B16.3 Class 150

2.00
2.00
2.00
2.00
2.00
2.00

Pressure Gauge Assembly:
12mm.Ø x 12mm.Ø G.I. Tee, ANSI B16.3 Class 150
12mm.Ø G.I. Coupling, ANSI B16.3 Class 150
12mm.Ø x 100mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std.
12mm.Ø x 6mmØ G.I. Bushing, ANSI B16.3 Class 150
12mm.Ø G.I. Plug, ANSI B16.3 Class 150
12mm.Ø Brass Ball Valve
63mm.Ø Oil-filled Pressure Gauge (0-150 psi)

Labor: Cutting & Welding works of B.I. Discharge Pipes, installation of Appurtenances,
preparation of Pressure Gauge assy. and provision for Chlorinator Injection Fittings.

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

4.00
4.00
4.00
4.00
4.00
4.00
4.00

2.00

UNIT PRICE ANALYSIS

PD HYPOCHLORINATOR (BANDERA & BALUNO)

No. Person

No. of Days

Daily Rate

Amount

P
No. of Units

No. of Days

Daily Rate

Amount

P

Quantity

Unit

2.00

lots

Unit Cost

90,000.00

-

Amount

180,000.00

2.00
2.00
2.00
2.00
2.00
2.00

pc.
pc.
pc.
pc.
pc.
pc.

97.00
136.00
63.00
25.00
19.00
19.00

194.00
272.00
126.00
50.00
38.00
38.00

4.00
4.00
4.00
4.00
4.00
4.00
4.00

pc.
pc.
pc.
pc.
pc.
pc.
pc.

28.00
25.00
20.00
10.00
19.00
190.00
2,000.00

112.00
100.00
80.00
40.00
76.00
760.00
8,000.00

2.00

lot

56,965.80

56,965.80

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

246,851.80
246,851.80
14,811.11
261,662.91
130,831.45

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 76

Unit of Measurement:
Output per day:
Quantity:

unit
0.25
1.00

SUPPLY & INST. OF DIFFERENTIAL FLOAT CONTROL VA
(BALUNO)
unit/day
units

Designation
A.

No. Person

Labor
a. Skilled Worker
b. Laborer

3
6

Sub-Total for A
Name and Capacity
B.

C.
D.

Equipment
a. One Bagger Mixer (w/ Fuel)
b. Concrete Vibrator (w/ Fuel)
c. Bar Cutter

Output per hour

=

1
1
1

Sub-Total for B
Total (A+B)
0.25

Name and Specifications
E.

No. of Units

unit/day

Quantity

Materials
a. Supply & Installation of 100mmØ Differential Float Controlled Valve, F/F
w/ 2-Units Steel Ring Flange & Complete Bolts, Nuts & Washers
Specifications:
The valve will be controlled by a differential float-operated, maximum differential level of
4.00 meters & a maximum flowrate equals to 40.00 LPS
The differential float controlled valve will be installed below the water level, constructed with
concrete valve box

The valve will be a hydraulically operated, diaphragm actuated,
Face to face length dimension meets ISO 57529S-10 Standard, Flanged end Connection in
accordance w/ ANSI
1.00
Maximum pressure rating of PN16 (230 psi)
2.00
b. 100mmØ C.I. Sleeve Type Flexible Coupling, (C.I.-B.I.)
2.00
c. 6mm thk Rubber Gasket
16.00
d. 16mmØ x 100mm Anchor Bolts w/ Nuts & Washer
Construction of concrete valve box
1.00 unit
14.00
e. Portland Cement
0.75
f.
Washed Sand
1.50
g. Gravel (G1)
227.52
h. *16mmØ x 6.00m Deformed Reinf. Steel Bar
5.00
i.
#16 GI Tie Wire
1.00
j.
16mmØ x 6.00m Stainless Steel Round Bar (Type 304)
1.00
k. 8mmØ x 6.00m M.S. Plain Round Bar
5.00
l.
16mmØ x 6.00m M.S. Plain Round Bar
1.00
m. 38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Std.
2.00
n. 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar
3.00
o. *12mm Thk x 1.20m x 2.40m Ordinary Plywood
33.00
p. 2" x 2" x 10' Coco Lumber
50.00
q.
2" x 3" x 10' Coco Lumber
67.00
r.
2" x 4" x 10' Coco Lumber
1.00
s
4" C.W. Nail
0.50
t. 3" C.W. Nail
0.50
u. 1-1/2" C.W. Nail
0.50
v. Welding Rod (6011)

*All sizes referred herein should mean commercially avaiable measurements with toleranc
Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

NIT PRICE ANALYSIS

DIFFERENTIAL FLOAT CONTROL VALVE & CONST. OF CONC. VALVE BOX

No. of Days

Daily Rate

4.00
4.00

366.00
317.00

4,392.00
7,608.00

P
No. of Days

he water level, constructed with

4.00
4.00
0.40

Daily Rate

1,376.00
972.00
8,520.00

P

Unit

Amount

Unit Cost

12,000.00
Amount

5,504.00
3,888.00
3,408.00

12,800.00
24,800.00

Amount

d, Flanged end Connection in
unit
pcs.
kgs.
pcs.
bags
cu.m.
cu.m.
kgs.
kgs.
pc.
pc.
pcs.
pc.
pcs.
shts.
bd.ft.
bd.ft.
bd.ft.
kg.
kg.
kg.
kg.

179,160.00
3,633.00
85.00
110.00

179,160.00
7,266.00
170.00
1,760.00

260.00
1,260.00
1,050.00
40.50
65.00
12,500.00
160.00
495.00
2,267.00
1,575.00
800.00
20.00
20.00
20.00
53.00
55.00
63.00
151.00

3,640.00
945.00
1,575.00
9,214.56
325.00
12,500.00
160.00
2,475.00
2,267.00
3,150.00
2,400.00
660.00
1,000.00
1,340.00
53.00
27.50
31.50
75.50

le measurements with tolerance of ± 1mm.
P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

230,195.06
254,995.06
15,299.70
270,294.76
270,294.76

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

Item No./Description:

#REF!

SPL - 77

SUPPLY & INST. OF DIFFERENTIAL FLOAT CONTROL VALV
Unit of Measurement:
Output per day:
Quantity:

unit
0.25
1.00

unit/day
units

Designation
A.

No. Person

Labor
a. Skilled Worker
b. Laborer

3
6

Sub-Total for A
Name and Capacity
B.

Equipment
a. One Bagger Mixer (w/ Fuel)
b. Concrete Vibrator (w/ Fuel)
c. Bar Cutter

C.
D. Output per hour

=

1
1
1

Sub-Total for B
Total (A+B)
0.25

Name and Specifications
E.

No. of Units

unit/day

Quantity

Materials
a. Supply & Installation of 150mmØ Differential Float Controlled Valve, F/F
w/ 2-Units Steel Ring Flange & Complete Bolts, Nuts & Washers
Specifications:
The valve will be controlled by a differential float-operated, maximum differential level of
4.00 meters & a maximum flowrate equals to 40.00 LPS
The differential float controlled valve will be installed below the water level, constructed with
concrete valve box
The valve will be a hydraulically operated, diaphragm actuated,
Face to face length dimension meets ISO 57529S-10 Standard, Flanged end Connection in

accordance w/ ANSI
Maximum pressure rating of PN16 (230 psi)
b. 150mmØ C.I. Sleeve Type Flexible Coupling, (C.I.-B.I.)
d. 6mm thk Rubber Gasket
e. 16mmØ x 100mm Anchor Bolts w/ Nuts & Washer
Construction of concrete valve box
1 unit
f. Portland Cement
g. Washed Sand
h. Gravel (G1)
i. *16mmØ x 6.00m Deformed Reinf. Steel Bar
j. #16 GI Tie Wire
k. 16mmØ x 6.00m Stainless Steel Round Bar (Type 304)
l. 8mmØ x 6.00m M.S. Plain Round Bar
m. 16mmØ x 6.00m M.S. Plain Round Bar
n. 38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Std.
o. 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar
p. *12mm Thk x 1.20m x 2.40m Ordinary Plywood
q. 2" x 2" x 10' Coco Lumber
r.
2" x 3" x 10' Coco Lumber
s. 2" x 4" x 10' Coco Lumber
t. 4" C.W. Nail
u. 3" C.W. Nail
v. 1-1/2" C.W. Nail
w. Welding Rod (6011)

1.00
2.00
2.00
16.00

14.00
0.75
1.50
227.52
5.00
1.00
1.00
5.00
1.00
1.00
3.00
33.00
50.00
67.00
1.00
0.50
0.50
0.50

*All sizes referred herein should mean commercially avaiable measurements with toleranc
Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

NIT PRICE ANALYSIS

FERENTIAL FLOAT CONTROL VALVE & CONST. OF CONC. VALVE BOX (BANDERA)

No. of Days

Daily Rate

4.00
4.00

366.00
317.00

4,392.00
7,608.00

P
No. of Days

4.00
4.00
0.40

Daily Rate

1,376.00
972.00
8,520.00

P

Unit

e water level, constructed with

Flanged end Connection in

Amount

Unit Cost

12,000.00
Amount

5,504.00
3,888.00
3,408.00

12,800.00
24,800.00

Amount

unit
pcs.
kgs.
pcs.

342,600.00
5,500.00
85.00
110.00

bags
cu.m.
cu.m.
kgs.
kgs.
pc.
pc.
pcs.
pc.
pcs.
shts.
bd.ft.
bd.ft.
bd.ft.
kg.
kg.
kg.
kg.

260.00
1,260.00
1,050.00
40.50
65.00
12,500.00
160.00
495.00
2,267.00
1,575.00
800.00
20.00
20.00
20.00
53.00
55.00
63.00
151.00

342,600.00
11,000.00
170.00
1,760.00

3,640.00
945.00
1,575.00
9,214.56
325.00
12,500.00
160.00
2,475.00
2,267.00
1,575.00
2,400.00
660.00
1,000.00
1,340.00
53.00
27.50
31.50
75.50

e measurements with tolerance of ± 1mm.
P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

395,794.06
420,594.06
25,235.64
445,829.70
445,829.70

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:

SPL - 78

SUPPLY, CONST. & INST. OF 100MMØ FLOWMETER W/ CONC. VA
Unit of Measurement:
Output per day:
Quantity:

unit
0.25
4.00

unit/day
units

Designation

No. Person

A. Labor
a. Skilled Worker
b. Laborer

3
6

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a. One Bagger Mixer (w/ Fuel)
b. Concrete Vibrator (w/ Fuel)
c. Bar Cutter

C.
D. Output per hour

=

1
1
1
Sub-Total for B
Total (A+B)
0.25

unit/day

Name and Specifications
E. Materials
a. Supply & Installation of 100mmØ Full Bore Electromagnetic Flowmeter F/F,
w/ 2-Units Steel Ring Flange & Complete Bolts, Nuts & Washers
Specifications:
100mmØ Electro-Magnetic Flowmeter, ANSI 16.5, Class-150,
Flanged-Typed, Transmitter accuracy of 0.40% of rate, with highly
accurate bi-directional measurements, battery powered, with internal
battery pack of five (05) years maintenance free battery life.
Complete with two (02) mating flanges and the desired stainless steel
bolts, nuts, washers with rubber gaskets. Unit is remote-type with
complete accessories and with integrated GSM Data Logger
(wall-mounted typed signal converter) which records/logs the flow &
pressure, and is compatible with the sensor EM Flowmeter
with a recording interval programmable between 1 second

Quantity

& 1 hour. EM Flowmeter & Logger housing is fully water proofed (IP68).
Data can be accessed remotely using a standard GSM mobile phone
thru simple text message to the host computer provided with a
windows-based software which can monitor multiple data loggers.
24 months warranty, with Wet Calibration Certificate per unit upon delivery.
The unit includes the following accessories:
Fifty (50) meters flow input cable with pvc conduit up to the pump house,
communication cable, Windows-based configuration software for PC's,
Two channel flow splitter cable (50 meters), 50 meters hose for pressure
line with fittings (quick fit connection).
4.00
Note: Package includes Orientation & Training of personnel
100mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-PVC)
4.00
100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class
125
6mm thk Rubber Gasket
16mmØ x 100mm Anchor Bolts w/ Nuts & Washer
Construction of concrete valve box
4 units
e. Portland Cement
f. Washed Sand
g. Gravel (G1)
h. *16mmØ x 6.00m Deformed Reinf. Steel Bar
i. #16 GI Tie Wire
j. 16mmØ x 6.00m Stainless Steel Round Bar (Type 304)
k. 8mmØ x 6.00m M.S. Plain Round Bar
l. 16mmØ x 6.00m M.S. Plain Round Bar
m. 38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Std.
n. 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar
o. *12mm Thk x 1.20m x 2.40m Ordinary Plywood
p. 2" x 2" x 10' Coco Lumber
q. 2" x 3" x 10' Coco Lumber
r. 2" x 4" x 10' Coco Lumber
s
4" C.W. Nail
t. 3" C.W. Nail
u. 1-1/2" C.W. Nail
v. Welding Rod (6011)

4.00
10.00
64.00
50.00
2.44
4.89
853.20
17.06
1.00
1.00
10.00
1.00
2.00
9.00
33.00
50.00
67.00
1.00
0.50
0.50
2.00

*All sizes referred herein should mean commercially avaiable measurements with tolera
Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

UNIT PRICE ANALYSIS

OF 100MMØ FLOWMETER W/ CONC. VALVE BOX (FOR BALUNO & BANDERA)

No. Person

No. of Days

Daily Rate

3
6

16.00
16.00

366.00
317.00

17,568.00
30,432.00

P
No. of Units

No. of Days

1
1
1

16.00
16.00
1.60

Daily Rate

1,376.00
972.00
8,520.00
P

Quantity

Unit

Unit Cost

Amount

48,000.00
Amount

22,016.00
15,552.00
13,632.00
51,200.00
99,200.00

Amount

uit up to the pump house,

meters hose for pressure
4.00

units

286,000.00

4.00

pcs.

3,915.00

15,660.00

4.00
10.00
64.00

pcs.
kgs.
pcs.

2,541.00
75.00
120.00

10,164.00
750.00
7,680.00

50.00
2.44
4.89
853.20
17.06
1.00
1.00
10.00
1.00
2.00
9.00
33.00
50.00
67.00
1.00
0.50
0.50
2.00

bags
cu.m.
cu.m.
kgs.
kgs.
pc.
pc.
pcs.
pc.
pcs.
shts.
bd.ft.
bd.ft.
bd.ft.
kg.
kg.
kg.
kg.

260.00
1,260.00
1,050.00
40.50
65.00
12,500.00
160.00
495.00
2,267.00
1,575.00
800.00
20.00
20.00
20.00
53.00
55.00
63.00
151.00

1,144,000.00

13,000.00
3,080.00
5,133.33
34,554.60
1,109.16
12,500.00
160.00
4,950.00
2,267.00
3,150.00
7,200.00
660.00
1,000.00
1,340.00
53.00
27.50
31.50
302.00

ble measurements with tolerance of ± 1mm.
P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

1,268,772.09
1,367,972.09
82,078.33
1,450,050.42
362,512.60

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 79
cu.m.
11.20
27.90

CONSTRUTION OF DRIVEWAY (BALUNO & BANDERA)
cu.m./day
cu.m.

Designation
A.

No. Person

Labor
a.
Construction Foreman
b.
Skilled Worker
c.
Laborer

1
2
4

Sub-Total for A
Name and Capacity
B.

C.
D.

No. of Units

Equipment
a.
One Bagger Mixer (w/ Fuel)
b.
Concrete Vibrator (w/ Fuel)
c.
Water Truck (1000 gal.)
d.
Tamper Rammer
e.
Motorized Road Grader

Output per hour

Sub-Total for B
Total (A+B)
=
11.20

1
1
1
1
1

cu.m./day

Name and Specifications
E.

Materials
a.
Portland Cement (Type 1P)
b.
Washed Sand
c.

Gravel (311A)

d.

Item 201 (Aggregates Base Course)

e.

*16mmØ x 6.00m Deformed Reinforced Steel Bar

f.

2" x 6" x 10' Coco Lumber

g.

2" x 2" x 10' Coco Lumber

h.

3" C.W. Nail

Quantity

257.00
12.25
24.50
20.50
9.48
100.00
33.00
1.00

*All sizes referred herein should mean commercially avaiable measurements with tolera
Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

6%
0%
0%

UNIT PRICE ANALYSIS

DRIVEWAY (BALUNO & BANDERA)

No. of Days

Daily Rate

2.49
2.49
2.49

873.52
366.00
317.00

2,176.00
1,823.46
3,158.68

P
No. of Days

2.49
2.49
0.25
2.49
2.00

Daily Rate

1,376.00
972.00
8,520.00
1,920.00
17,384.00

P

Unit

bags
cu.m.
cu.m.
cu.m.
kgs.
bd.ft.
bd.ft.
kg.

Amount

Unit Cost

260.00
1,260.00
1,050.00
682.00
40.50
20.00
20.00
55.00

7,158.14
Amount

3,427.71
2,421.32
2,122.39
4,782.86
34,768.00

47,522.29
54,680.43

Amount

66,820.00
15,435.00
25,725.00
13,981.00
383.94
2,000.00
660.00
55.00

iable measurements with tolerance of ± 1mm.
P
per D.O. 29 s 2011
per D.O. 29 s 2011
per D.O. 29 s 2011

125,059.94
179,740.37
10,784.42
190,524.79
6,828.85

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:

#REF!

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 80
sq.m.
10.00
258.00

LANDSCAPING WORKS (BALUNO & BANDERA)
sq.m./day
sq.m.

Designation
A.

Labor
a.
Skilled Worker
b.
Laborer

No. Person

No. of Days

1
2

25.80
25.80

No. of Units

No. of Days

Quantity

Unit

258.00
30.00

sq.m.
cu.m.

Sub-Total for A
Name and Capacity
B.

C.
D.

Equipment
N.A.

Sub-Total for B
Total (A+B)
=
10.00

Output per hour

Name and Specifications
E.

Materials
a.
Carabao Grass
b.
Garden Soil

sq.m./day

Sub-Total for E
F.
G.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous

6% per D.O. 29 s

H.
I.
J.
k.

Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

0% per D.O. 29 s
0% per D.O. 29 s

NIT PRICE ANALYSIS

No. of Days

Daily Rate

25.80
25.80

366.00
317.00

9,442.80
16,357.20

P
No. of Days

Daily Rate

P

Unit

sq.m.
cu.m.

Unit Cost

25,800.00
Amount

25,800.00

Amount

315.00
1,260.00

P
per D.O. 29 s 2011

Amount

81,270.00
37,800.00

119,070.00
144,870.00
8,692.20

per D.O. 29 s 2011
per D.O. 29 s 2011

153,562.20
595.20

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME

#REF!

:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 81
lot
1.00
1.00

SUPPLY, TESTING & INST. OF KW-HR METER, RACEWAY AND
lot /day
lot

Designation

No. Person

A. Labor
a.
Skilled Worker
b.
Laborer

1
1

Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
a.
Boom Truck w/ fuel & driver

Sub-Total for B
Total (A+B)
=

C.
D. Output per day

1

1.00

Name and Specifications

lot

Quantity

E. Materials
a. 35 Footer Round Centrifugal Prestressed Concrete
Pole or Galvanized Steel Pole
Minimum Break Load
Top Diameter

: 500 kgs.
: 140 mm

Butt Diameter

b.

: 368 mm

Kiliwatthour Meter (Digital), 250 Volts, 1 Phase, Assy,
GE Class 200, 5 jaw, complete w/ Rectangular Base

c.
d.
e.
f.

unit

Testing/Calibration FEE
25mmØ Entrance Cap
25mmØ x 3m RSC Conduit Pipe
25mmØ RSC Male Adaptor

assy.
lot
pc.
pc.
pc.

g.

25mmØ Locknut

h.

25mmØ Conduit Pipe Clamp

i.

Single Wire, Secondary Rack w/ Spool Insulator

pc.
pcs.
pc.

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME

#REF!

:

Item No./Description:

SPL - 82

SUPPLY, STRINGING & LAY-OUTING OF APPROX. 700 L.M. 1Ø
Unit of Measurement:
Output per day:
Quantity:

ln.m.
350.00
700.00

ln.m.

Designation
A. Labor
a.
Skilled Worker
b.
Laborer

/day
ln.m.

No. Person

2
4

Sub-Total for A
Name and Capacity
B. Equipment
N.A.

C.

Sub-Total for B
Total (A+B)

No. of Units

D. Output per day

=

350.00

Name and Specifications

ln.m.

Quantity

E. Materials
a. 50mmØx6m ASTM A53-90A Heavy Guage G.I.Pipe
b. Service Entrance Cable (Drop Wire) #6

pcs.
mtrs.
pc.
pcs.
bags

Single wire, Secondary Rack w/ Spool Insulator
10mmØ x 6m Deformed Steel Bar
Portland Cement
Sand

m3

Gravel

m3

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME

:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

#REF!

SPL - 83
lot
0.14
1.00

SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OP
lot

Designation
A. Labor
a.
Skilled Worker
b.
Laborer

/day
lot

No. Person

1
1

Sub-Total for A
Name and Capacity
B. Equipment
N.A.

No. of Units

Sub-Total for B
Total (A+B)
=

C.
D. Output per day

Name and Specifications

0.14

lot

Quantity

E. Materials
a.

60 Amperes Main Circuit Breaker, 1 Ø, 250 V, Panel
Board enclosed in Powder Coated Finished
Panel Box with 5 Single Phase Branches of:
1 sets - 15 Amps. Branch
4 sets - 20 Amps. Branch

b.

8.0mm THW Stranded Wire

c.

3.5mm2 TW Stranded Wire

d.

2.0mm2 TW Stranded Wire

e.

25mmØ Entrance Cap

f.

2

25mmØ x 3m PVC Conduit Pipe

g.

25mmØ x 90o PVC Long Sweep Elbow

h.

25mmØ PVC Male Adaptor

i.

25mmØ Locknut

j.

20mmØ Flexible Conduit

k.

20mmØ x 3m PVC Conduit Pipe

l.

20mmØ x 90o PVC Long Sweep Elbow

m.

20mmØ PVC Male Adaptor

n.

20mmØ PVC Coupling

o.

20mmØ Locknut

p.

Welding Machine Outlet

q.

Single Wire, Secondary Rack w/ Spool Insulator

r.

Surface Type Reflectorized Fluorescent
Luminaire with 1x40W Flourescent Tube

s.

23 Watts 3U CFL with Capsule

t.

16" Ceiling Orbit Fan, Industrial Type

u.

Switch 1-Gang w/ plate (flush type)

v.

Switch 2-Gang w/ plate (flush type)

w.

Ceiling Socket with screw

x.

Duplex Convenience Outlet w/ plate (flush type)

y.

Duplex Convenience Outlet w/ plate weatherproof (flush type)

z.

2" x 4" x 2" PVC Utility Box ( H.D.)

a1.

4" x 4" PVC Junction Box ( H.D.) w/ Cover

b1. #16 G.I. Tie Wire
c1.

PVC Solvent Cement

d1. 1/4" Camridge / Mica Tube
e1.

0.8mm x 19mm x 8m Polytype Electrical Tape

set
mtrs.
mtrs.
mtrs.
pc.
pc.
pc.
pc.
pc.
mtrs.
pcs.
pcs.
pcs.
pcs.
pcs.
pc.
pc.
pcs.
pcs.
pc.
pc.
pcs.
pcs.
pcs.
pc.
pcs.
pcs.
pcs.
pcs.
kgs.
qrt.
mtrs.
pcs.

d1. 0.8mm x 19mm x 8m Rubber Tape

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

pcs.

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME

#REF!

:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 84
lot
0.14
1.00

SUPPLY & INST. OF ELEC. FACILITIES FOR GUARD HOUSE, SI
lot

/day
lot

Designation

No. Person

A. Labor
a.
Skilled Worker
b.
Laborer

1
1
Sub-Total for A
Name and Capacity

No. of Units

B. Equipment
N.A.
Sub-Total for B
Total (A+B)
=

C.
D. Output per day

0.14

lot

Name and Specifications

Quantity

E. Materials
a.

3.5mm2 TW Stranded Wire

roll

b.

20mmØ x 3m PVC Conduit Pipe

pcs.

c.

o

20mmØ x 90 PVC Long Sweep Elbow

pcs.

d.

20mmØ PVC Male Adaptor

pcs.

e.

20mmØ PVC Coupling

pcs.

20mmØ Locknut

pcs.
pc.

f.
g.

Surface Type Reflectorized Fluorescent Luminaire with 1x20 Watts Fluoresce

h.

23 Watts 3U CFL with Capsule

pcs.

i.

Spot Light Holder w/ 23watts Eco Par Energy Saving

pc.

j.

Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V

pc.

k.

Switch 3-Gang w/ plate (flush type), w/ Led Set, 10A, 250V

pc.

l.

Ceiling Socket with screw

pcs.

m.

Duplex Convenience Outlet w/ plate (flush type)

pcs.

n.

Perimeter post lamp with cage, globe type,
(250mmx250mm) complete assembly with
23 watts Capsulated CFL

sets

o.

2" x 4" x 2" PVC Utility Box ( H.D.)

pcs.

p.

4" x 4" PVC Junction Box ( H.D.) w/ Cover

pcs.

q.

#16 G.I. Tie Wire

kgs.

r.

PVC Solvent Cement

qrt.

s.

1/4" Camridge / Mica Tube

mtr.

t.

0.8mm x 19mm x 8m Polytype Electrical Tape

pcs.

u.

0.8mm x 19mm x 8m Rubber Tape

pcs.

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

UNIT PRICE ANALYSIS
#REF!

OF KW-HR METER, RACEWAY AND ACCS.

No. of Days

Daily Rate

1.00
1.00

366.00
317.00

Amount

366.00
317.00

P
No. of Days

1.00

Daily Rate

Amount

8,562.00

P

Unit

683.00

Unit Cost

8,562.00

8,562.00
9,245.00

Amount

1

18,207.00

18,207.00

1
1
1
1
1

8,160.00
300.00
41.00
367.00
8.00

8,160.00
300.00
41.00
367.00
8.00

1
4
1

6.00
7.00
183.00
P

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

6.00
28.00
183.00
27,300.00
36,545.00
2,192.70
38,737.70
38,737.70

UNIT PRICE ANALYSIS
#REF!

Y-OUTING OF APPROX. 700 L.M. 1Ø LINE W/ 6 UNITS PEDESTAL AND ACCS:

No. of Days

Daily Rate

2.00
2.00

366.00
317.00

Amount

1,464.00
2,536.00

P
No. of Days

Daily Rate

4,000.00
Amount

P

4,000.00

Unit

Unit Cost

3
700
6
12
6

Amount

2,829.00
20.00
183.00
180.00
260.00

8,487.00
14,000.00
1,098.00
2,160.00
1,560.00

2

900.00

1,800.00

3

900.00

2,700.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

31,805.00
35,805.00
2,148.30
37,953.30
54.22

UNIT PRICE ANALYSIS

OF ELECTRICAL FACILITIES FOR OPERATOR'S ROOM

No. of Days

Daily Rate

7.00
7.00

366.00
317.00

Amount

2,562.00
2,219.00

P
No. of Days

Daily Rate

4,781.00
Amount

P

Unit

Unit Cost

4,781.00

Amount

1
60
100
75
1
1
1
1
1
48
15
10
12
8
12
1
1

5,766.00
84.00
32.00
23.00
41.00
131.00
26.00
8.00
6.00
8.00
86.00
17.00
6.00
5.00
4.00
1,472.00
142.00

5,766.00
5,040.00
3,200.00
1,725.00
41.00
131.00
26.00
8.00
6.00
384.00
1,290.00
170.00
72.00
40.00
48.00
1,472.00
142.00

2
3
1
2
2
3
3

1,132.00
148.00
2,200.00
90.00
107.00
31.00
107.00

2,264.00
444.00
2,200.00
180.00
214.00
93.00
321.00

173.00
21.00
24.00
75.00
460.00
13.00
25.00

173.00
189.00
144.00
150.00
230.00
13.00
75.00

1
9
6
2
0.5
1
3

2

102.00
P

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

204.00
26,455.00
31,236.00
1,874.16
33,110.16
33,110.16

UNIT PRICE ANALYSIS
#REF!

FACILITIES FOR GUARD HOUSE, SIGNAGE & PERIMETER LIGHTINGS

No. of Days

Daily Rate

7.00
7.00

366.00
317.00

Amount

2,562.00
2,219.00
P

No. of Days

Daily Rate

Amount

P

Unit

2

4,781.00

Unit Cost

4,725.00

35

86.00

25

17.00

12

6.00

18

5.00

12
1

4.00
977.00

1

148.00

1

928.00

1

107.00

1

143.00

2

31.00

1

107.00

6

1,770.00

3

21.00

2

24.00

2

65.00

4,781.00

Amount

9,450.00
3,010.00
425.00
72.00
90.00
48.00
977.00
148.00
928.00
107.00
143.00
62.00
107.00

10,620.00
63.00
48.00
130.00

0.5

460.00

0.5

13.00

3

25.00

2

102.00

P
6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

230.00
7.00
75.00
204.00
26,944.00
31,725.00
1,903.50
33,628.50
33,628.50

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME

:

#REF!

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 85
lot
1.00
1.00

SUPPLY, TESTING & INSTALLATION OF KW-HR METER, RACEWA
lot

/day
lot

Designation
A.

No. Person

Labor
a. Skilled Worker
b. Laborer

1
1

No. of D

1.00
1.00

Sub-Total for A
Name and Capacity
B.

C.
D.

No. of Units

Equipment
a. Boom Truck w/ fuel & driver

Sub-Total for B
Total (A+B)
=

Output per day

1.00

1

1.00

Quantity

Unit

unit

1

assy.
lot
pc.
pc.
pc.

1
1
1
1
1

lot

Name and Specifications
E.

No. of D

Materials
a. 35 Footer Round Centrifugal Prestressed Concrete
Pole or Galvanized Steel Pole
Minimum Break Load
Top Diameter

: 500 kgs.
: 140 mm

Butt Diameter

b.

: 368 mm

Kiliwatthour Meter (Digital), 250 Volts, 1 Phase, Assy,
GE Class 200, 5 jaw, complete w/ Rectangular Base

c.
d.
e.
f.

Testing/Calibration FEE
25mmØ Entrance Cap
25mmØ x 3m RSC Conduit Pipe
25mmØ RSC Male Adaptor

g.

25mmØ Locknut

h.

25mmØ Conduit Pipe Clamp

i.

Single Wire, Secondary Rack w/ Spool Insulator

pc.
pcs.
pc.

1
4
1

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

6%
0%
0%

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME

:

#REF!

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 86
lot
0.14
1.00

SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPER
lot

/day
lot

Designation
A.

No. Person

Labor
a. Skilled Worker
b. Laborer

1
1

No. of D

7.00
7.00

Sub-Total for A
Name and Capacity
B.

C.
D.

No. of Units

Equipment
N.A.

Output per day

Sub-Total for B
Total (A+B)
=

0.14

Name and Specifications
E.

No. of D

Materials
a.

60 Amperes Main Circuit Breaker, 1 Ø, 250 V, Panel

lot

Quantity

Unit

Board enclosed in Powder Coated Finished
Panel Box with 5 Single Phase Branches of:
1 sets - 15 Amps. Branch
4 sets - 20 Amps. Branch
b.

8.0mm2 THW Stranded Wire

c.

3.5mm2 TW Stranded Wire

d.

2.0mm2 TW Stranded Wire

e.

25mmØ Entrance Cap

f.

25mmØ x 3m PVC Conduit Pipe

g.

25mmØ x 90o PVC Long Sweep Elbow

h.

25mmØ PVC Male Adaptor

i.

25mmØ Locknut

j.

20mmØ Flexible Conduit

k.

20mmØ x 3m PVC Conduit Pipe

l.

20mmØ x 90o PVC Long Sweep Elbow

m. 20mmØ PVC Male Adaptor
n.

20mmØ PVC Coupling

o.

20mmØ Locknut

p.

Welding Machine Outlet

q.

Single Wire, Secondary Rack w/ Spool Insulator

r.

Surface Type Reflectorized Fluorescent
Luminaire with 1x40W Flourescent Tube

s.

23 Watts 3U CFL with Capsule

t.

16" Ceiling Orbit Fan, Industrial Type

u.

Switch 1-Gang w/ plate (flush type)

v.

Switch 2-Gang w/ plate (flush type)

w.

Ceiling Socket with screw

x.

Duplex Convenience Outlet w/ plate (flush type)

y.

Duplex Convenience Outlet w/ plate weatherproof (flush type)

z.

2" x 4" x 2" PVC Utility Box ( H.D.)

a1. 4" x 4" PVC Junction Box ( H.D.) w/ Cover
b1. #16 G.I. Tie Wire
c1. PVC Solvent Cement
d1. 1/4" Camridge / Mica Tube
e1. 0.8mm x 19mm x 8m Polytype Electrical Tape
d1. 0.8mm x 19mm x 8m Rubber Tape

set
mtrs.
mtrs.
mtrs.
pc.
pc.
pc.
pc.
pc.
mtrs.
pcs.
pcs.
pcs.
pcs.
pcs.
pc.
pc.
pcs.

1
60
100
75
1
1
1
1
1
48
15
10
12
8
12
1
1

pcs.
pc.
pc.
pcs.
pcs.
pcs.
pc.
pcs.
pcs.
pcs.
pcs.
kgs.
qrt.
mtrs.
pcs.
pcs.

2
3
1
2
2
3
3

1
9
6
2
0.5
1
3
2

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

6%
0%
0%

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME

#REF!

:

Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

SPL - 87
lot
0.14
1.00

SUPPLY & INST. OF ELEC. FACILITIES FOR GUARD HOUSE, SIGN
lot

/day
lot

Designation
A.

No. Person

Labor
a. Skilled Worker
b. Laborer

1
1

No. of D

7.00
7.00

Sub-Total for A
Name and Capacity
B.

C.
D.

No. of Units

Equipment
N.A.
Sub-Total for B
Total (A+B)
=

Output per day

0.14

lot

Name and Specifications
E.

No. of D

Quantity

Unit

Materials
a.

3.5mm2 TW Stranded Wire

roll

2

b.

20mmØ x 3m PVC Conduit Pipe

pcs.

35

c.

o

20mmØ x 90 PVC Long Sweep Elbow

pcs.

25

d.

20mmØ PVC Male Adaptor

pcs.

12

e.

20mmØ PVC Coupling

pcs.

18

20mmØ Locknut

pcs.

12

pc.

1

f.
g.

Surface Type Reflectorized Fluorescent Luminaire with 1x20 Watts F

h.

23 Watts 3U CFL with Capsule

pcs.

1

i.

Spot Light Holder w/ 23watts Eco Par Energy Saving

pc.

1

j.

Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V

pc.

1

k.

Switch 3-Gang w/ plate (flush type), w/ Led Set, 10A, 250V

pc.

1

l.

Ceiling Socket with screw

pcs.

2

pcs.

1

23 watts Capsulated CFL

sets

6

o.

2" x 4" x 2" PVC Utility Box ( H.D.)

pcs.

3

p.

4" x 4" PVC Junction Box ( H.D.) w/ Cover

pcs.

2

q.

#16 G.I. Tie Wire

kgs.

2

m. Duplex Convenience Outlet w/ plate (flush type)
n.

Perimeter post lamp with cage, globe type,
(250mmx250mm) complete assembly with

r.

PVC Solvent Cement

qrt.

0.5

s.

1/4" Camridge / Mica Tube

mtr.

0.5

t.

0.8mm x 19mm x 8m Polytype Electrical Tape

pcs.

3

u.

0.8mm x 19mm x 8m Rubber Tape

pcs.

2

Sub-Total for E
F.
G.
H.
I.
J.
k.

Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

6%
0%
0%

NIT PRICE ANALYSIS

ATION OF KW-HR METER, RACEWAY AND ACCESSORIES

No. of Days

Daily Rate

1.00
1.00

366.00
317.00

Amount

366.00
317.00

P
No. of Days

1.00

Daily Rate

Amount

8,562.00

P

Unit

683.00

Unit Cost

8,562.00

8,562.00
9,245.00

Amount

1

18,207.00

18,207.00

1
1
1
1
1

8,160.00
300.00
41.00
367.00
8.00

8,160.00
300.00
41.00
367.00
8.00

1
4
1

6.00
7.00
183.00
P

per D.O. 29 s 2011
per D.O. 29 s 2011
per D.O. 29 s 2011

6.00
28.00
183.00
27,300.00
36,545.00
2,192.70
38,737.70
38,737.70

NIT PRICE ANALYSIS

ELECTRICAL FACILITIES FOR OPERATOR'S ROOM

No. of Days

Daily Rate

7.00
7.00

366.00
317.00

Amount

2,562.00
2,219.00

P
No. of Days

Daily Rate

Amount

P

Unit

Unit Cost

4,781.00

4,781.00

Amount

1
60
100
75
1
1
1
1
1
48
15
10
12
8
12
1
1

5,766.00
84.00
32.00
23.00
41.00
131.00
26.00
8.00
6.00
8.00
86.00
17.00
6.00
5.00
4.00
1,472.00
142.00

5,766.00
5,040.00
3,200.00
1,725.00
41.00
131.00
26.00
8.00
6.00
384.00
1,290.00
170.00
72.00
40.00
48.00
1,472.00
142.00

2
3
1
2
2
3
3

1,132.00
148.00
2,200.00
90.00
107.00
31.00
107.00

2,264.00
444.00
2,200.00
180.00
214.00
93.00
321.00

173.00
21.00
24.00
75.00
460.00
13.00
25.00
102.00

173.00
189.00
144.00
150.00
230.00
13.00
75.00
204.00

1
9
6
2
0.5
1
3
2

P
per D.O. 29 s 2011
per D.O. 29 s 2011
per D.O. 29 s 2011

26,455.00
31,236.00
1,874.16
33,110.16
33,110.16

NIT PRICE ANALYSIS
#REF!

CILITIES FOR GUARD HOUSE, SIGNAGE & PERIMETER LIGHTINGS

No. of Days

Daily Rate

7.00
7.00

366.00
317.00

Amount

2,562.00
2,219.00
P

No. of Days

Daily Rate

Amount

P

Unit

2

4,781.00

Unit Cost

4,725.00

35

86.00

25

17.00

12

6.00

18

5.00

12

4.00

1

977.00

1

148.00

1

928.00

1

107.00

1

143.00

2

31.00

1

107.00

6

1,770.00

3

21.00

2

24.00

2

65.00

4,781.00

Amount

9,450.00
3,010.00
425.00
72.00
90.00
48.00
977.00
148.00
928.00
107.00
143.00
62.00
107.00

10,620.00
63.00
48.00
130.00

0.5

460.00

0.5

13.00

3

25.00

2

102.00

P
per D.O. 29 s 2011
per D.O. 29 s 2011
per D.O. 29 s 2011

230.00
7.00
75.00
204.00
26,944.00
31,725.00
1,903.50
33,628.50
33,628.50

DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
Item No./Description:
Unit of Measurement:
Output per day:
Quantity:

PROPOSED PASOBOLONG GROUND TANK, ZAMBOANGA CITY
SPL - 82
lot
0.09
2.00

ELECTRICAL WORKS (BALUNO & BANDERA)
lot/day
lots
Designation

A.

Labor
a. Skilled Worker
b. Laborer

No. Pe

1
1
Sub-Total for A
Name and Capacity

B.

C.
D.

Equipment
N.A.

Output per hour

Sub-Total for B
Total (A+B)
0.09
lot/day

=

Name and Specifications
E.

No. of

Materials
SUPPLY, TESTING & INSTALLATION OF KW-HR METER, RACEWAY AND ACCESSORIES
Kiliwatthour Meter (Digital), 250 Volts, Single Phase, Assembly,
GE Class 200, 5 jaw, complete w/ Rectangular Base
Testing/Calibration FEE
25mmØ Entrance Cap
25mmØ x 3m RSC Conduit Pipe
25mmØ RSC Male Adaptor
25mmØ Locknut
25mmØ Conduit Pipe Clamp
Single Wire, Secondary Rack w/ Spool Insulator
SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPERATORS ROOM
60 Amperes Main Circuit Breaker, Single Phase, 250 Volts, Panel
Board enclosed in Powder Coated Finished Panel Box
with 5 Single Phase Branches of:
1 sets - 15 Amps. Branch
4 sets - 20 Amps. Branch

Quan

1

1
1
1
1
1
4
1

1

8.0mm2 THW Stranded Wire

60.0

3.5mm TW Stranded Wire

92.0

2.0mm2 TW Stranded Wire
25mmØ Entrance Cap
25mmØ x 3m PVC Conduit Pipe

75.0
1.0
1.0

2

25mmØ x 90o PVC Long Sweep Elbow

1.0

25mmØ
25mmØ
20mmØ
20mmØ

PVC Male Adaptor
Locknut
Flexible Conduit
x 3m PVC Conduit Pipe

20mmØ x 90o PVC Long Sweep Elbow
20mmØ PVC Male Adaptor
20mmØ PVC Coupling
20mmØ Locknut
Single Wire, Secondary Rack w/ Spool Insulator
Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x40 Watts
Fluorescent Tube
23 Watts 3U CFL with Capsule
18" Ceiling Orbit Fan, Industrial Type
Switch 1-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Ceiling Socket with screw
Duplex Convenience Outlet w/ plate (flush type)
Duplex Convenience Outlet w/ plate - weatherproof (flush type)
2" x 4" x 2" PVC Utility Box ( H.D.)
4" x 4" PVC Junction Box ( H.D.) w/ Cover
#16 G.I. Tie Wire
PVC Solvent Cement
1/4" Camridge / Mica Tube
0.8mm x 19mm x 8m Polytype Electrical Tape
0.8mm x 19mm x 8m Rubber Tape

1.0
1.0
48.0
15.0

10.0
12.0
8.0
12.0
1.0

2.0

3.0
1.0
1.0
2.0
3.0
3.0
1.0
7.0
9.0
3.0
1.0
1.0
5.0
2.0

SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR GUARD HOUSE & CHLORINATOR ROOM
35W E27 CFL Weather Proof Street Light
1.0
3.5mm2 TW Stranded Wire
1.0
20mmØ Flexible Conduit
16.0
20mmØ x 3m PVC Conduit Pipe
15.0
20mmØ x 90o PVC Long Sweep Elbow
10.0
20mmØ PVC Male Adaptor
12.0
20mmØ PVC Coupling
8.0
20mmØ Locknut
12.0
Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x20 Watts
Fluorescent Tube
23 Watts 3U CFL with Capsule
23 Watts PAR 38 Floodlight CFL bulb with Par Lamp Holder
Switch 1-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Switch 3-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Ceiling Socket with screw
Duplex Convenience Outlet w/ plate (flush type)
2" x 4" x 2" PVC Utility Box ( H.D.)
4" x 4" PVC Junction Box ( H.D.) w/ Cover
#16 G.I. Tie Wire

1.0
3.0
1.0
1.0
1.0
1.0
4.0
2.0
5.0
13.0
2.0

PVC Solvent Cement
1/4" Camridge / Mica Tube
0.8mm x 19mm x 8m Polytype Electrical Tape
0.8mm x 19mm x 8m Rubber Tape

F.
G.
H.
I.
J.
k.

1.0
0.5
5.0
2.0

SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR SIGNAGE AND PERIMETER LIGHTINGS
3.5mm2 TW Stranded Wire
2.0
20mmØ x 3m PVC Conduit Pipe
35.0
20mmØ x 90o PVC Long Sweep Elbow
8.0
20mmØ PVC Male Adaptor
36.0
20mmØ PVC Coupling
18.0
20mmØ Locknut
12.0
Perimeter post lamp with cage, globe type, (250mmx250mm)
complete assembly with 23 watts Capsulated CFL
6.0
4" x 4" PVC Junction Box ( H.D.) w/ Cover
16.0
#16 G.I. Tie Wire
3.0
PVC Solvent Cement
1.0
1/4" Camridge / Mica Tube
2.0
0.8mm x 19mm x 8m Polytype Electrical Tape
5.0
0.8mm x 19mm x 8m Rubber Tape
2.0
Sub-Total for E
Direct Cost (C+E)
Overhead, Contingencies & Miscellaneous
Contractor's Profit (CP)
Value Added Tax (VAT)
Total Cost
Total Unit Cost

NIT PRICE ANALYSIS
ZAMBOANGA CITY

No. Person

No. of Days

Daily Rate

1
1

22.00
22.00

366.00
317.00
P

No. of Units No. of Days

Daily Rate

P

Quantity

Unit

1

assy.

1
1
1
1
1
4
1

Unit Cost

Amount

8,052.00
6,974.00
15,026.00
Amount

15,026.00

Amount

8,160.00

8,160.00

lot
pc.
pc.
pc.
pc.
pc.
pc.

100.00
41.00
367.00
8.00
6.00
7.00
142.00

100.00
41.00
367.00
8.00
6.00
28.00
142.00

1

set

5,766.00

5,766.00

60.00

mtrs.

84.00

5,040.00

92.00

mtrs.

32.00

2,944.00

75.00
1.00
1.00

mtrs.
pc.
pc.

23.00
41.00
131.00

1,725.00
41.00
131.00

1.00

pc.

26.00

26.00

1.00
1.00
48.00
15.00

pc.
pc.
mtrs.
pcs.

8.00
6.00
8.00
86.00

8.00
6.00
384.00
1,290.00

10.00
12.00
8.00
12.00
1.00

pcs.
pcs.
pcs.
pcs.
pc.

17.00
6.00
5.00
4.00
142.00

170.00
72.00
40.00
48.00
142.00

pcs.
pcs.
pc.
pc.
pcs.
pcs.
pcs.
pc.
pcs.
pcs.
kgs.
qrt.
mtrs.
pcs.
pcs.

1,132.00
148.00
5,477.00
71.00
107.00
31.00
107.00
173.00
21.00
24.00
75.00
460.00
13.00
25.00
102.00

2,264.00
444.00
5,477.00
71.00
214.00
93.00
321.00
173.00
147.00
216.00
225.00
460.00
13.00
125.00
204.00

HOUSE & CHLORINATOR ROOM
1.00
1.00
16.00
15.00
10.00
12.00
8.00
12.00

pc.
roll
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.

500.00
4,725.00
8.00
86.00
17.00
6.00
5.00
4.00

500.00
4,725.00
128.00
1,290.00
170.00
72.00
40.00
48.00

1.00
3.00
1.00
1.00
1.00
1.00
4.00
2.00
5.00
13.00
2.00

pc.
pcs.
pc.
pc.
pc.
pc.
pcs.
pcs.
pcs.
pcs.
kgs.

977.00
148.00
928.00
71.00
107.00
143.00
31.00
107.00
21.00
24.00
75.00

977.00
444.00
928.00
71.00
107.00
143.00
124.00
214.00
105.00
312.00
150.00

2.00
3.00
1.00
1.00
2.00
3.00
3.00
1.00
7.00
9.00
3.00
1.00
1.00
5.00
2.00

1.00
0.50
5.00
2.00

qrt.
mtr.
pcs.
pcs.

460.00
13.00
25.00
102.00

460.00
6.50
125.00
204.00

2.00
35.00
8.00
36.00
18.00
12.00

rolls
pcs.
pcs.
pcs.
pcs.
pcs.

4,725.00
86.00
17.00
6.00
5.00
4.00

9,450.00
3,010.00
136.00
216.00
90.00
48.00

6.00
16.00
3.00
1.00
2.00
5.00
2.00

sets
pcs.
kgs.
qrt.
mtrs.
pc.
pc.

1,770.00
24.00
75.00
451.00
13.00
25.00
102.00
P

10,620.00
384.00
225.00
451.00
26.00
125.00
204.00
73,460.50
88,486.50
5,309.19
93,795.69
46,897.85

AND PERIMETER LIGHTINGS

6% per D.O. 29 s 2011
0% per D.O. 29 s 2011
0% per D.O. 29 s 2011

Republi
ZAMBOANGA
Pilar Str
Project
Service Area
Location
Scope of Work

:
CONST. OF TWO UNITS - THREE HUNDRED (300.00) CUBIC R
:
Dumalon, Zambales, Baluno, Capisan, Malagutay, San Ro
:
Sitio Bandera, Brgy. Dulian & Brgy. Baluno, Zamboanga City
:
A. NON ENGINEERING BASIC COST
I. MATERIAL TESTING
II. BUILDING PERMIT FEE
III. CONST. OF TWO (2.00) UNITS TEMPORARY FACILITY
IV. SUPERVISION
B. ENGINEERING BASIC COST

1. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR

I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATE
II. CONSTRUCTION OF 300.00 CU.M. GROUND TANK
1. CLEARING/ LAYOUT & EXCAVATION WORKS (262.00 C
2. SCAFFOLDING & FORM WORKS
3. CONCRETE WORKS (148.20 Cu.M.)
4. REINFORCED STEEL WORKS (23,329.60 KGS.)
5. MASONRY WORKS (762.00 Sq.M.)
6. STEEL WORKS
7. DISINFECTION/LEAKAGE TEST & GROUTING LEAK
8. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLO
9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ F
10. PAINTING WORKS (223.00 Sq.M.)
11. WATER PROOFING WORKS FOR TOP SLAB
12. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR
III. CONST. OF CONCRETE PERIMETER FENCE
1. CLEARING/LAYOUTING & EXCAVATION WORKS
2. CONCRETING WORKS (14.80 Cu.M.)
3. REINFORCED STEEL WORKS (1,940.10 KGS.)
4. MASONRY WORKS:
5. FORMS & SCAFFOLDING WORKS:
6. STEEL WORKS:
7. PAINTING WORKS
IV. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S R
1. EXCAVATION WORKS (3.98 Cu.M.)
2. CONCRETE WORKS (8.50 Cu M.)
3. REINFORCED STEEL WORKS (1,093.10 KGS.)
4. MASONRY WORKS
5. CARPENTRY WORKS
6. SCAFFOLDING & FORM WORKS
7. PLUMBING WORKS
8. GLASS WORKS (LUMP SUM)
9. STEEL WORKS (WINDOW GRILLES)
10. WATER PROOFING WORKS (LUMP SUM)
11. PAINTING WORKS (120.00 Sq. M.)
12. CONSTRUCTION OF SEPTIC VAULT (SEALED)
V. CONSTRUCTION OF GUARD HOUSE (2.89 SQ. M.)
1. EXCAVATION WORKS (1.60 CU.M.)
2. CONCRETE WORKS (3.00 Cu.M.)
3. REINFORCED STEEL WORKS ( 660.00 KGS.)
4. MASONRY WORKS
5. TILE WORKS (2.56 Sq. M.)
6. FORM & SCAFFOLDING WORKS
Pricelist as of February 2013

315 of 545

Dumalon W.S. Reservoir Tank_Fin

7. CARPENTRY WORKS
8. STEEL WORKS
9 GLASS WORKS (LUMP SUM)
10. PLUMBING WORKS
11. WATERPROOFING WORKS (LUMP SUM)
12. PAINTING WORKS (48.00 Sq. M.)
VI. CONSTRUCTION OF (2.73 SQ. MTR.) CHLORINE ROO
1. CONCRETE & REINFORCED STEEL WORKS
2. MASONRY WORKS
3. CARPENTRY WORKS
4. PAINTING WORKS
5. WATER PROOFING WORKS (LUMP SUM)
VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DR
VIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE W
IX. LANDSCAPING WORKS
X. ELECTRICAL WORKS

2. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR

I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATE
II. CONSTRUCTION OF 300.00 CU.M. GROUND TANK
1. CLEARING & EXCAVATION WORKS (262.00 Cu.M.)
2. SCAFFOLDING & FORM WORKS
3. CONCRETE WORKS (148.20 Cu.M.)
4. REINFORCED STEEL WORKS (23,329.60 KGS.)
5. MASONRY WORKS (762.00 Sq.M.)
6. STEEL WORKS
7. DISINFECTION/LEAKAGE TEST & GROUTING LEAK
8. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLO
9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ F
10. PAINTING WORKS (223.00 Sq.M.)
11. WATER PROOFING WORKS FOR TOP SLAB
12. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR
III. CONST. OF CONCRETE PERIMETER FENCE
1. CLEARING/LAYOUTING & EXCAVATION WORKS
2. CONCRETING WORKS (14.80 Cu.M.)
3. REINFORCED STEEL WORKS (1,940.10 KGS.)
4. MASONRY WORKS:
5. FORMS & SCAFFOLDING WORKS:
6. STEEL WORKS:
7. PAINTING WORKS
8. SIGNAGE WITH STAND & FRAME
IV. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM
1. EXCAVATION WORKS (3.98 Cu.M.)
2. CONCRETE WORKS (8.50 Cu M.)
3. REINFORCED STEEL WORKS (1,093.10 KGS.)
4. MASONRY WORKS
5. CARPENTRY WORKS
6. SCAFFOLDING & FORM WORKS
7. PLUMBING WORKS
8. GLASS WORKS (LUMP SUM)
9. STEEL WORKS (WINDOW GRILLES)
10. WATER PROOFING WORKS (LUMP SUM)
11. PAINTING WORKS (120.00 Sq. M.)
12. CONSTRUCTION OF SEPTIC VAULT (SEALED)
V. CONSTRUCTION OF GUARD HOUSE (2.89 SQ. M.)
1. EXCAVATION WORKS (1.60 CU.M.)
2. CONCRETE WORKS (3.00 Cu.M.)
3. REINFORCED STEEL WORKS ( 660.00 KGS.)
4. MASONRY WORKS
Pricelist as of February 2013

316 of 545

Dumalon W.S. Reservoir Tank_Fin

5. TILE WORKS (2.56 Sq. M.)
6. FORM & SCAFFOLDING WORKS
7. CARPENTRY WORKS
8. STEEL WORKS
9 GLASS WORKS (LUMP SUM)
10. PLUMBING WORKS
11. WATERPROOFING WORKS (LUMP SUM)
12. PAINTING WORKS (48.00 Sq. M.)
VI. CONSTRUCTION OF (2.73 SQ. MTR.) CHLORINE ROOM
1. CONCRETE & REINFORCED STEEL WORKS
2. MASONRY WORKS
3. CARPENTRY WORKS
4. PAINTING WORKS
5. WATER PROOFING WORKS (LUMP SUM)
VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAIN
VIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY
X. LANDSCAPING WORKS
XI. ELECTRICAL WORKS

TOTAL PROJECT COST:
A. NON ENGINEERING BASIC COST
I. MATERIAL TESTING
1. ITEM 404 REINFORCED STEEL (Quality Test for each size)
10mmØ Deformed Steel Bar Grade 33
12mmØ Deformed Steel Bar Grade 33
16mmØ Deformed Steel Bar Grade 33
20mmØ Deformed Steel Bar Grade 40
25mmØ Deformed Steel Bar Grade 40

Pricelist as of February 2013

317 of 545

Dumalon W.S. Reservoir Tank_Fin

2. ITEM 405 STRUCTURAL CONCRETE

Portland Cement (Quality Test)
Fine Aggregates (Complete Test)
Course Aggregates (Complete Test)

100mm Concrete Hollow Block (Compressive Strength & Moisture Conten
150mm Concrete Hollow Block (Compressive Strength & Moisture Conten
Compressive Strength Test:
for Foundations
for Column
for slab
for beam
TOTAL COST OF MATERIAL TESTING
II. BUILDING PERMIT FEE
TOTAL COST OF BUILDING PERMIT FEE
III. CONST. OF TWO (2.00) UNITS TEMPORARY FACILITY
a. Materials:
30 pcs. - 2" x 4" x 10' Coco Lumber
36 pcs. - 2" x 3" x 10' Coco Lumber
40 pcs. - 2" x 2" x 10' Coco Lumber
* 12mm thk x 1.20m x 2.40m Ordinary Plywood
Gauge 26 x 1.80m Length Corrugated G.I. Roofing Sheets
2" C.W. Umbrella Roofing Nails
2" C.W. Nail
3" C.W. Nail
4" C.W. Nail
b. Labor:
2 - Skilled Worker
2 - Laborer
TOTAL COST OF CONSTRUCTION OF TEMP. FACILITY
IV. SUPERVISION
2 - Engineering Assistant
TOTAL COST OF SUPERVISION
B. ENGINEERING BASIC COST

1. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT SITIO BANDER
I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL
1. MOBILIZATION/DEMOBILIZATION
2. HAULING OF MATERIALS
a. Labor:
4 - Laborer

b. Equipment Rental/Fuel
1 - Unit Hauling Truck (w/ Operator & Fuel)
TOTAL COST OF MOBILIZATION/DEMOBILIZATION/HAULIN
II. CONSTRUCTION OF 300.00 CU.M. GROUND TANK
1. CLEARING/ LAYOUT & EXCAVATION WORKS (262.00 Cu.M.)
a. Labors:
4 -Contractual Laborer
b. Equipment/Fuel:
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1 - Unit Backhoe (w/ Fuel & Operator)
1 - Unit Water Pump (w/ Fuel)
1 - Unit Powersaw (w/ Operator & Fuel)
TOTAL COST OF EXCAVATION WORKS
2. SCAFFOLDING & FORM WORKS
a. Materials:
800 - pcs. 2" x 2" x 10' Coco Lumber
600 - pcs. 2" x 3" x 10' Coco Lumber
400 - pcs. 2" x 4" x 10' Coco Lumber
12mmThk. x 1.20m. x 2.40m. Ordinary Plywood
4" C.W. Nail
3" C.W. Nail

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1-1/2" C.W. Nail
b. Labors:
4 - Carpenter
8 - Laborer
TOTAL COST OF SCAFFOLDING & FORM WORKS
3. CONCRETE WORKS (148.20 Cu.M.)
a. Materials:
3.1. Lean Concrete (50mm Thk x 105.00 Sq.M.)
Portland Cement
Washed Sand
3.2. Footing (F-3) (4 Units):
Portland Cement
Washed Sand
Gravel (G1)
150mm Boulders
Concrete Waterproofing Compound (900g)
3.3. Footing (F-4) (6 Units):
Portland Cement
Washed Sand
Gravel (G1)
150mm Boulders
Concrete Waterproofing Compound (900g)
3.4. Footing (F-1A) (1 Unit):
Portland Cement
Washed Sand
Gravel (G1)
150mm Boulders
3.5. Column (C-3) (4 Units):
Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
Concrete Waterproofing Compound (900g)
3.6. Column (C-4) (6 Units):
Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
Concrete Waterproofing Compound (900g)
3.7. Column (C-1A) (1 Unit):
Portland Cement
Washed Sand
Gravel (G1)
3.8. Tie Beam (TB) (2 Units):
Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
Concrete Waterproofing Compound (900g)
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3.9. Beam (RCB1, RCB2 & RCB3)
Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
3.10. Wall Footing (L=51.06 m):
Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
Concrete Waterproofing Compound (900g)
3.11. Bottom Slab
Washed Sand (for Ground Tank Bottom Slab Envelope)
Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
Concrete Waterproofing Compound (900g)
3.12. Top Slab
Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
Concrete Waterproofing Compound (900g)
3.13. Stair
Portland Cement
Washed Sand
Gravel (G1)

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3.14. Wall (L = 51.06m)
Portland Cement
Washed Sand
Gravel (G1)
Concrete Waterproofing Compound (900g)
Concrete Addmix (150g)
200mm Water Stop
3.15. Junction Box
Portland Cement
Washed Sand
Gravel (G1)
Concrete Waterproofing Compound (900g)
b. Labors:
4 - Mason
20 - Contractual Laborers
c. Equipment Rental:
1 - Unit Water Pump (w/ Fuel)
2 - Units One - Bagger Mixer (w/ Fuel)
2 - Concrete Vibrator (w/ Fuel)
TOTAL COST OF CONCRETE WORKS
4. REINFORCED STEEL WORKS (23,329.60 KGS.)
a. Materials:
4.1. Footing (F-1) (4- Units)
25mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.2. Footing (F-2) (6- Units)
25mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.3. Footing (F-3) (1- Unit)
16mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.4. Tie Beam (TB) (3 - Units)
25mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.5. Column (C - 1) (4 Units)
25mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.6. Column (C - 2) (6 Units)
25mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.7. Column(C-3) (1- Unit)
16mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.8. Wall Footing
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25mmØ x 6.00m. Deformed Reinf. Steel Bar
20mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.9. Bottom Slab
20mmØ x 6.00m. Deformed Reinf. Steel Bar
16mmØ x 7.50m. Deformed Reinf. Steel Bar
16mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.10. Top Slab
12mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.11. Stair & Stair Foundation
16mmØ x 6.00m. Deformed Reinf. Steel Bar
12mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.12. Beam (RCB 1)
20mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.13. Beam (RCB 2 & RCB 3) :
20mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire

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4.14. Wall (L=44.00m)
25mmØ x 6.00m. Deformed
20mmØ x 6.00m. Deformed
16mmØ x 6.00m. Deformed
12mmØ x 7.50m. Deformed
12mmØ x 6.00m. Deformed
#16 G.I. Tie Wire

Reinf.
Reinf.
Reinf.
Reinf.
Reinf.

Steel
Steel
Steel
Steel
Steel

Bar
Bar
Bar
Bar
Bar

4.15. Junction Box
10mmØ x 6.00m. Plain Round Bars
16mmØ x 6.00m. Deformed Reinf. Steel Bar
12mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
b. Labors:
4 - Steel Man
4 - Contractual Laborers
c. Equipment:
Bar Bender
Bar Cutter
TOTAL COST OF REINFORCED STEEL WORKS
5. MASONRY WORKS (762.00 Sq.M.)
a. Materials:
Portland Cement
Fine Sand (For Plastering)
b. Labors:
2 - Mason
2 - Contractual Laborers
TOTAL COST OF MASONRY WORKS

6. STEEL WORKS
a. Materials:
6.1. Manhole Cover w/ Steel Ladder (3- Units)
6mm Thk. x 50mm x 6.0m Stainless Steel Flat Bar
6mm Thk. x 50mm x 50mm x 6.00m Stainless Angle Bar
16mmØ x 100mm Stainless Steel L-Type Anchor Bolt w/ Nuts & Was
16mmØ x 6.0m Stainless Plain Round Bar
1.20m x 2.40m x Ga. No. 16 Stainless Plain Sheet
10mmØ x 6.0m M.S. Plain Round Bar
Hacksaw Blade
Welding Rod (6011)
Welding Rod (Stainless)
6.2. Hand Rail:
50mmØ x 6.0m G.I. Pipe (ASTM A-53 90A Heavy Gauge Standard)
16mm x 16mm x 6.00m MS Square Bar
Hacksaw Blade
Welding Rod (6011)
Hacksaw Blade
6.3. Junction Box
6mm Thk. x 50mm x 6.0m MS Flat Bar
16mmØ x 6.0m MS Plain Round Bar
6mm Thk. x 50mm x 50mm x 6.0m MS Angle Bar
16mmØ x 100mm Stainless Steel (L-Type) Bolt w/ Nut & Washer
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Hacksaw Blade
Welding Rod (6011)
b. Labors:
2 - Welder
2 - Contractual Laborers
c. Equipment:
1 - Unit Welding Machine
1 - Unit Disk Grinder
4" Grinding Wheel
TOTAL COST OF STEEL WORKS
7. DISINFECTION/LEAKAGE TEST & GROUTING LEAK
a. Materials:
Chlorine Powder
Hydraulic Cement (4-Liter/Gal)

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b. Labor:
1 - Skilled Worker
2 - Contractual Laborer
TOTAL COST OF DISINFECTION & LEAKAGE TEST

8. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLOAT CONT
a. Materials:
D1
Supply & Installation of Differential Float Control Valve
Supply & Installation of 150mmØ Differential Float Controlled Valve
w/ 2-Units Steel Ring Flange
Specifications:
The valve will be controlled by a differential float-operated, maximu
maximum flowrate equals to 40.00 LPS
The differential float controlled valve will be installed below the wat
The valve will be a hydraulically operated, diaphragm actuated,
Face to face length dimension meets ISO 57529S-10 Standard, Flan
Maximum pressure rating of PN16 (230 psi)
150mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-B.I.)
150mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-PVC)
6mm thk Rubber Gasket
16mmØ x 100mm Anchor Bolts w/ Nuts & Washer
Construction of two (2.0) units concrete valve box
Portland Cement
Washed Sand
Gravel (G1)
16mmØ x 6.00m Deformed Reinf. Steel Bar
#16 GI Tie Wire
16mmØ x 6.00m Stainless Steel Round Bar (Type 304)
8mmØ x 6.00m M.S. Plain Round Bar
16mmØ x 6.00m M.S. Plain Round Bar
38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard
6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar
12mm Thk x 1.20m x 2.40m Ordinary Plywood
40 pcs - 2" x 2" x 10' Coco Lumber
40 pcs - 2" x 3" x 10' Coco Lumber
40 pcs - 2" x 4" x 10' Coco Lumber
4" C.W. Nail
3" C.W. Nail
1-1/2" C.W. Nail
Hacksaw Blade
Welding Rod (6011)
b. Labor:
3 - Skilled Worker
1 - Pipe Fitter
6 - Contractual Laborers

Valves & Appurtenances:
D2
150mmØ x 150mmØ C.I. Tee, F/F, Flange End In Accordance w/ AN
150mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.
150mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI)
150mmØ Steel Blind Flange in Accordance w/ AWWA C207 Class D19mmØ x 88mm Stainless Steel (Type 304) Bolt w/ Nut & Washer
6mm Thick Rubber Gasket
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D3

150mmØ x 150mmØ C.I. Tee, F/F, Flange End In Accordance w/ AN
150mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.
150mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI)
19mmØ x 88mm Stainless Steel (Type 304) Bolt w/ Nut & Washer
6mm Thick Rubber Gasket
D4 & D5
150mmØ x 450 PVC Bend, Class 150, B/S, w/ R.R.
D6

200mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Acco
200mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.
200mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI)
200mmØ C.I. Sleeve Type Flexible Coupling (CI-BI)
200mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard
200mmØ Fabricated Flange (see Plans for Shop Drawing)
6mm Thick Rubber Gasket
D7
200mmØ x 450 PVC Bend, Class 150, B/S, w/ R.R.
D8
100mmØ x 450 PVC Bend, Class 150, B/S, w/ R.R.

Under Drain Pipes & Appurtenances
100mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Acco
150mmØ C.I. Valve Box Cover
100mmØ x 6.00m PVC Pipe Class 150, B/S, w/ R.R.
100mmØ Mechanical End Cap,
100mm x 100mmØ C.I. Tee, M/M
Geotextile Filter Fabric
Air Vent
100mmØ x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge Std.
100mmØ x 90o G.I. Elbow, ANSI B16.3 Class 150 Std.
100mmØ G.I. End Cap, ANSI B16.3 Class 150 Std.

b. Labor:
2 - Pipefitter
4 - Laborer
TOTAL COST OF GATE VALVES, DIFFERENTIAL FLOAT CONT

9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW ME
a. Materials :
Supply & Inst. of 100mmØ Full Bore Electromagnetic Flowmeter F/F w/ 2Specification:
100mmØ Electro-Magnetic Flowmeter, ANSI 16.5, Class-150,
Flanged-Typed, Transmitter accuracy of 0.40% of rate, with highly
accurate bi-directional measurements, battery powered, with intern
battery pack of five (05) years maintenance free battery life.
Complete with two (02) mating flanges and the desired stainless ste
bolts, nuts, washers with rubber gaskets. Unit is remote-type with
complete accessories and with integrated GSM Data Logger
(wall-mounted typed signal converter) which records/logs the flow &
pressure, and is compatible with the sensor EM Flowmeter
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with a recording interval programmable between 1 second
& 1 hour. EM Flowmeter & Logger housing is fully water proofed (I
Data can be accessed remotely using a standard GSM mobile phone
thru simple text message to the host computer provided with a
windows-based software which can monitor multiple data loggers.
24 months warranty, with Wet Calibration Certificate per unit upon
The unit includes the following accessories:
Fifty (50) meters flow input cable with pvc conduit up to the pu
communication cable, Windows-based configuration software fo
Two channel flow splitter cable (50 meters), 50 meters hose for
line with fittings (quick fit connection).
Note: Package includes Orientation & Training of personnel

100mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-PVC)
100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.
6mm thk Rubber Gasket
16mmØ x 100mm Anchor Bolts w/ Nuts & Washer
Construction of 2 - Units Concrete Valve Box
Portland Cement
Washed Sand
Gravel (G1)
16mmØ x 6.00m Deformed Reinf. Steel Bar
#16 GI Tie Wire
16mmØ x 6.00m Stainless Steel Round Bar (Type 304)
8mmØ x 6.00m M.S. Plain Round Bar
16mmØ x 6.00m M.S. Plain Round Bar
38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard
6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar
12mm Thk x 1.20m x 2.40m Ordinary Plywood
60 pcs - 2" x 2" x 10' Coco Lumber
40 pcs - 2" x 3" x 10' Coco Lumber
40 pcs - 2" x 4" x 10' Coco Lumber
4" C.W. Nail
3" C.W. Nail
1-1/2" C.W. Nail
Hacksaw Blade
Welding Rod (6011)

b. Labor:
3 - Skilled Worker
1 - Pipe Fitter
4 - Contractual Laborers
TOTAL COST OF SUPPLY & INSTALLATION OF 100MMØ FLO
10. PAINTING WORKS (223.00 Sq.M.)
a. Materials:
Concrete Neutralizer
Solvent Based Acrylic Paint Primer
Solvent Based Acrylic Cast
Solvent Based Acrylic Paint Top Coat White Gloss
Solvent Based Acrylic Paint Reducer
Lacquer thinner
Body Filler w/ Hardener
Sand paper #150
Sand paper #120
Red Tinting Color for Solvent Based Acrylic Paint
Raw Sienna Tinting Color for Solvent Based Acrylic Paint
Thalo Blue Tinting Color for Solvent Based Acrylic Paint
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Lamp Black Tinting Color for Solvent Based Acrylic Paint
Red Lead Paint Primer
Quick Dry Enamel (Royal Blue)
Paint Thinner
7" Roller Brush w/ Handle
2" Paint Brush
Steel Brush

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b. Labors:
2 - Painter
2 - Contractual Laborers
TOTAL COST OF PAINTING WORKS

11. WATER PROOFING WORKS FOR TOP SLAB
Supply & Installation of Bituminous Membrane Polyester Reinforced Wate
TOTAL COST OF WATER PROOFING WORKS FOR TOP SLAB

12. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR
"CHEM-TECH" heavy Duty Hypochlorinator with 100 liters Solution
with stirrer, series 200, designed to deliver 40 GPD(max) vs. 125 ps
mechanical diaphragm type and oil bathed gear assembly, driven by
electric motor, 230V, single phase, 60 Hz. With complete standard
suction & discharge accessories:
- 4 ft. Suction Tubing, clear PVC, 7/16"OD
- 8 ft. Discharge Tubing, P.E., 1/2" OD
- 1 set Back check Valve & Injection Fittings
- 1 set Foot Valve with strainer
- 1 pc. Bleed Valve

Provision for Chlorinator Injection Fittings:
50mm.Ø G.I. Coupling, ANSI B16.3 Class 150
50mm.Ø x 150mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std
50mm.Ø G.I. Cap, ANSI B16.3 Class 150
19mm.Ø G.I. Coupling, ANSI B16.3 Class 150
19mm.Ø x 12mm.Ø G.I. Bushing, ANSI B16.3 Class 150
12mm.Ø G.I. Plug, ANSI B16.3 Class 150
Pressure Gauge Assembly:
12mm.Ø G.I. Tee, ANSI B16.3 Class 150
12mm.Ø G.I. Coupling, ANSI B16.3 Class 150
12mm.Ø x 100mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std.
12mm.Ø x 6mmØ G.I. Bushing, ANSI B16.3 Class 150
12mm.Ø G.I. Plug, ANSI B16.3 Class 150
12mm.Ø Brass Ball Valve
63mm.Ø Oil-filled Pressure Gauge (0-150 psi)

Labor: Cutting & Welding works of B.I. Discharge Pipes, installation of Ap
preparation of Pressure Gauge assy. and provision for Chlorinator Inj
TOTAL COST OF SUPPLY & INST. OF 40GPD HYPOCHLORINA

TOTAL COST OF CONST. OF THREE HUNDRED 300.00 CU.M. CONC
III. CONST. OF CONCRETE PERIMETER FENCE
1. CLEARING/LAYOUTING & EXCAVATION WORKS
a. Materials:
Nylon Chord #100
12mm Clear Level Hose
b. Labor:
1 - Skilled Worker
4 - Contractual Laborers
TOTAL COST OF EXCAVATION WORKS
2. CONCRETING WORKS (14.80 Cu.M.)
a. Materials :
F1 (7 Units)
Portland Cement
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Washed Sand
Gravel
150mm Boulders
F2 (14 Units)
Portland Cement
Washed Sand
Gravel
150mm Boulders
C1 & C1-A (7 Units)
Portland Cement
Washed Sand
Gravel
C2 & C2-A (14 Units)
Portland Cement
Washed Sand
Gravel

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WF (55.70 ln.m.)
Portland Cement
Washed Sand
Gravel
Lintel Beam (55.70 ln.m.)
Portland Cement
Washed Sand
Gravel
b. Labor:
2 - Masons
10 - Contractual Laborer
c. Equipment Rental/Fuel/Oil & Lubricants:
1 - Unit - One - Bagger Mixer
1 - Unit - Concrete Vibrator
Premium Gasoline
TOTAL COST OF CONCRETE WORKS
3. REINFORCED STEEL WORKS (1,940.10 KGS.)
a. Materials :
F1 (7 Units)
16mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
F2 (14 Units)
16mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
C1 & C1-A (7 Units)
16mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
C2 & C2-A (14 Units)
16mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
WF (55.70 ln.m.)
12mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
Lintel Beam (55.70 ln.m.)
12mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
b. Labor:
2 -Steel Man
4 - Laborer
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c. Equipment:
1 - Unit Bar Cutter
1 - Unit Bar Bender
TOTAL DIRECT COST OF REBAR WORKS
4. MASONRY WORKS:
a. Materials :
Portland Cement
Washed Sand
Fine sand (for plastering)
100mm thk Concrete Hollow Blocks (NLB)
150mm thk Concrete Hollow Blocks (LB)
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
b. Labor:
2 - Masons
2 - Laborers
TOTAL COST OF MASONRY WORKS

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5. FORMS & SCAFFOLDING WORKS:
a. Materials :
12mm Thk. X 1.20m x 2.40m Ordinary Plywood
60 - pcs - 2" x 4" x 10' Coco Lumber
80 - pcs - 2" x 3" x 10' Coco Lumber
100 - pcs - 2" x 2" x 10' Coco Lumber
4" C.W. Nails
3" C.W. Nails
1-1/2" C.W. Nails
b. Labor:
1 - Carpenter
2 - Laborer
TOTAL COST OF FORMS & SCAFFOLDING WORKS:
6. STEEL WORKS:
a. Materials :
50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge Standard)
6mm thk x 38mm x 6.00m M.S. Flat Bar
12mm x 12mm x 6.00m M.S. Square Bar
#4 x 50mm Mesh x 1.20m x 2.40m B.I. Steel Matting
6011 Welding Rod
Hacksaw Blade
b. Labor:
1 -Welder
4 - Laborer
c. Equipment Rental:
1 - Unit Welding Machine
1 - Unit Disk Grinder
4" Grinder Wheel
TOTAL COST OF STEEL WORKS:
7. PAINTING WORKS
a. Materials:
Concrete Neutralizer
Solvent Based Acrylic Paint Primer
Solvent Based Acrylic Paint Top Coat (White Gloss)
Solvent Based Acrylic Reducer
Red Lead Metal Primer
Quick Dry Enamel Blue
Paint Thinner
Red Tinting Color for Solvent Based Acrylic Paint
Raw Sienna Tinting Color for Solvent Based Acrylic Paint
Thalo Blue Tinting Color for Solvent Based Acrylic Paint
Lamp Black Tinting Color for Solvent Based Acrylic Paint
#120 Sand Paper
#150 Sand Paper
7" Paint Roller w/ Tray
1" Paint Brush
2" Paint Brush
4" Paint Brush
Steel Brush
b Labor:
2 - Painter
2 - Laborer
TOTAL COST OF PAINTING WORKS
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8. SIGNAGE WITH STAND & FRAME
a. Materials:
Panaflex Signage w/ Aluminum Framing, Lighting and Accessories
12mm. ∅ x 150mm. Stainless Steel Bolt (Type 304) w/ Nuts & Washers
6mm Thk x 200mm x 200mm Fabricated Base Plate w/ 4-16mm ∅ Bolt Hole
Shop Drawing)
100mm. ∅ x 6.00m G.I. Pipe, ASTM 53 A90 Heavy Gauge - Standard
10mm. ∅ x 25mm. Stainless Steel Bolt (Type 304) w/ Nuts & Washers
b. Labor:
2 - Skilled Worker
2 - Laborer
TOTAL COST OF SIGNAGE
TOTAL COST OF CONCRETE PERIMETER FENCE

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IV. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM
1. EXCAVATION WORKS (3.98 Cu.M.)
b. Labors:
4 - Laborer
TOTAL DIRECT COST OF EXCAVATION WORKS

2. CONCRETE WORKS (8.50 Cu M.)
Note: Other Column Footing, Column, Wall Footing & Floor Lintel B
a. Materials:
F2 (2 Units)
Portland Cement
Washed Sand
Gravel (G1)
C2-A (2 Units)
Portland Cement
Washed Sand
Gravel (G1)
WF (11.00 ln.m.)
Portland Cement
Washed Sand
Gravel (G1)
Floor Lintel Beam (11.00 ln.m.)
Portland Cement
Washed Sand
Gravel (G1)
Slab on Fill (0.10m x 12.65 Sq.m.)
Portland Cement
Washed Sand
Gravel (G1)
Door/Window Lintel Beam (10.00 ln.m.)
Portland Cement
Washed Sand
Gravel (G1)
RCB
Portland Cement
Washed Sand
Gravel (G1)
Roof Slab (18.70 sq.m.)
Portland Cement
Washed Sand
Gravel (G1)
False Beam (10.50 ln.m.)
Portland Cement
Washed Sand
Gravel (G1)
b. Labors:
1 Mason
8 - Laborers
c. Equipment Rental:
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1 - Unit One - Bagger Mixer
1 - Unit Concrete Vibrator
TOTAL DIRECT COST OF CONCRETE WORKS

3. REINFORCED STEEL WORKS (1,093.10 KGS.)
Note: Other Column Footing, Column, Wall Footing & Floor Lintel B
a. Materials:
F2 (2 Units)
16mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
C2-A (2 Units)
16mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
WF (11.00 ln.m.)
12mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
Floor Lintel Beam (11.00 ln.m.)
12mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade

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Slab on Fill (0.10m x 12.65 Sq.m.)
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
Door/Window Lintel Beam (10.00 ln.m.)
12mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
RCB
16mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
Roof Slab
12mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
False Beam (10.50 ln.m.)
12mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
b. Labors:
1 -Steelman
2 -Contractual Laborers
c. Equipment Rental:
1 - Unit Bar Bender
TOTAL DIRECT COST OF REINFORCED STEEL WORKS
4. MASONRY WORKS
4.1. Laying & Plastering of CHB
(Includes CHB Laying & Plastering Works)
a. Materials:
Portland Cement
Washed Sand
Fined Sand (For Plastering)
100mm x 200mm x 400mm Hollow Block (NLB)
150mm x 200mm x 400mm Hollow Block (LB)
10mmØ x 6.00m. Def. Steel Bars
# 16 G.I. Tie Wire
Hacksaw Blade
b. Labors:
2 - Mason
2 - Laborer
4.2. Tile Works (31.80 sq.m.)
a. Materials:
200mm x 200mm Ceramic Tiles (White)
400mm x 400mm Granite Tiles (White)
Tile Adhesive (25Kg/Bag)
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Tile Grout (2 Kg./Pack)
PVC Tile Trim (White)
4" Grinding Wheel
b. Labor:
2 - Mason
2 - Laborer
c. Equipment Rental:
1 - Unit Tile Cutter
1 - Unit Angular Grinder
TOTAL DIRECT COST OF MASONRY WORKS

5. CARPENTRY WORKS
a. Materials:
5.1. Installation of Door Frame/Pannel Door & Window Jamb
Pre-Fabricated 0.80m x 2.10m x 50mm x 150mm Mahogany Wood D
Pre-Fabricated 0.80m x 2.10m Mahogany Wood Panel Type Door
w/ 50mm x 100mm Door Frame & 37.5mm Thk Door Board
Pre-Fabricated 0.60m x 2.10m PVC Door w/ Door Jamb & Hinges w/
Pre-Fab. 1.165m x 1.45m x 50mm x 150mm 2 Panel Mahogany Woo
5.2. Cabinet & Table:
1-Unit Cabinet
Cabinet Handle (Chrome)
Cabinet Concealed Hinges w/ Screw
12mm.Ø x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge Standard
3 pcs. - 1" x 1" x 10' Mahogany Lumber
19mm Thk x 1.20m x 2.40m Plyboard

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6mm Thk x 1.20m x 2.40m Plyboard
3" C.W. Nail
1" C.W. Finishing Nail
1-Unit Table
Drawer Handle (Chrome)
3 pcs. - 1" x 1" x 10' Mahogany Lumber
19mm Thk x 1.20m x 2.40m Plyboard
1" C.W. Finishing Nail
5.3. Hardware :
4" x 3" Loose Pin Hinges (Heavy Duty) w/ Screw
2" x 2" Cabinet Hinges w/ Screw
Stainless Door Knob (Heavy Duty)
Drawer Lock (Heavy Duty)
4" C. W. Nail
2-1/2" C. W. Nail
2" C. W. Nail
1" C. W. Nail
1" Finishing Nail
b. Labor:
1 - Carpenter
1 - Laborer
TOTAL DIRECT COST OF CARPENTRY WORKS
6. SCAFFOLDING & FORM WORKS
a. Materials:
12mm Thk x 1.20m x 2.40m Ordinary Plywood
100 pcs. - 2" x 2" x 10' Coco Lumber
80 pcs. - 2" x 3" x 10' Coco Lumber
80 pcs. - 2" x 4" x 10' Coco Lumber
4" C. W. Nail
3" C. W. Nail
1-1/2" C. W. Nail
b. Labors:
1 -Carpenter
1 -Contractual Laborers
TOTAL DIRECT COST OF SCAFFOLDING & FORM WORKS
7. PLUMBING WORKS
7.1. Storm Drainage Pipe
50mmØ x 3.00m PVC Pipe, Series 1000
50mmØ x 900 PVC Bend, Series 1000
50mmØ PVC Coupling, Series 1000
PVC Solvent Cement
7.2. Sanitary Pipe
100mmØ x 3.00m PVC Pipe, Series 1000
100mmØ x 450 PVC Sanitary Elbow, Series 1000
100mmØ x 900 PVC Sanitary Elbow, Series 1000
100mmØ x PVC Clean Out, Series 1000
100mmØ PVC Sanitary Coupling, Series 1000
50mmØ x 3.00m PVC Pipe, Series 1000
50mmØ PVC Sanitary Coupling, Series 1000
50mmØ x 900 PVC Bend, Series 1,000
100mmØ x 100mmØ PVC Sanitary Tee, Series 1000
100mmØ x 100mmØ PVC Sanitary Wye, Series 1000
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100mmØ x 50mmØ PVC Sanitary Tee, Series 1000
50mmØ x 50mmØ PVC Sanitary Tee, Series 1000
PVC Cement Solvents
7.3. Cold Pipe
12mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard
12mmØ x 900 G.I. Elbow, ANSI B16.3 Class 150 Standard
12mmØ x 12mmØ G.I. Tee, ANSI B16.3 Class 150 Standard
12mmØ Brass Faucet
12mmØ G.I. Union Patent ANSI B16.3 Class 150 Standard
25mm Teflon Tape
7.4. Sanitary Fixtures:
Flush Type Water Closet w/ Complete Fittings & Accs.
Wall Mounted Type Lavatory w/ Complete Fittings & Accs.
Ceramic Tissue Holder
Ceramic Soap Holder
12mm Shower Head
12mm Shower Valve
100mm x 100mm Stainless Double Strainer Floor Drain
6mm Thk. x 0.6m x 0.6m Beveled Frameless Mirror
b. Labors:
1 -Plumber
2 -Contractual Laborers
TOTAL DIRECT COST OF PLUMBING WORKS

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8. GLASS WORKS (LUMP SUM)
Supply & Installation of 5.5mm Thk x 13 Blades Smoke x 0.65m width Gla
w/ Aluminum Holder
Supply & Installation of 5.5mm Thk x 6 Blades x 0.60m width Smoke Glass
Jalousies w/ Aluminum Holder
TOTAL DIRECT COST OF GLASS WORK
9. STEEL WORKS (WINDOW GRILLES)
a. Materials:
W-1 (1 Unit)
10mm x 10mm x 6.00m. M.S. Square Bar
12mm x 12mm x 6.00m. M.S. Square Bar
6mm thk. x 20mm x 6.00m. M.S. Flat Bar
Hack Saw Blade
6011 Welding Rod
W-2 (2 Units)
10mm x 10mm x 6.00m. Square bars
12mm x 12mm x 6.00m. Square bars
6mm thk. x 20mm x 6.00m. M.S. Flat bars
Hack Saw Blade
6011 Welding Rod
b. Labors:
1 -Welder
2 -Contractual Laborers
c. Equipment:
1 - Unit Welding Machine w/ Cutting Outfit
1 Unit Disk Grinder
4" Grinding Disk
TOTAL DIRECT COST OF STEEL WORKS (Window Grilles)

10. WATER PROOFING WORKS (LUMP SUM)
Bituminous Membrane Polyester Reinforced Water Proofing
TOTAL DIRECT COST OF WATER PROOFING WORKS (LUMP
11. PAINTING WORKS (120.00 Sq. M.)
a. Materials:
Concrete Neutralizer
Solvent Based Acrylic Paint Primer
Solvent Based Acrylic Cast
Solvent Based Acrylic Paint Top Coat White Gloss
Solvent Based Acrylic Reducer
Lacquer thinner
Body Filler w/ Hardener
Sand paper#150
Sand paper#120
Red Tinting Color for Solvent Based Acrylic Paint
Raw Sienna Tinting Color for Solvent Based Acrylic Paint
Thalo Blue Tinting Color for Solvent Based Acrylic Paint
Lamp Black Tinting Color for Solvent Based Acrylic Paint
Red Lead Paint Primer
Quick Dry Enamel (Royal Blue)
7" Roller Brush w/ Handle
7" Paint Tray
2" Steel Brush
3" Paint Brush
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2" Paint Brush
b. Labors:
1 - Painter
1 - Contractual Laborers
TOTAL COST OF PAINTING WORKS
12. CONSTRUCTION OF SEPTIC VAULT (SEALED)
12.1. CONCRETE & REINFORCED STEEL WORKS
a.Materials:
1. Bottom Slab
Portland Cement
Washed Sand
Gravel (G1)
Concrete Water Proofing Compound
10mmØ x 6.00m. Def. Reinforcing Steel Bars
#16 G.I. Tie Wire
2.1.2. Top Slab
Portland Cement
Washed Sand

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Gravel (G1)
Concrete Water Proofing Compound
10mmØ x 6.00m. Def. Reinforcing Steel Bars
#16 G.I. Tie Wire
b.Labors:
1 - Mason
2 - Contractual Laborer
12.2. MASONRY WORKS
a.Materials:
100mm x 200mm x 400mm Concrete Hollow Block (NLB)
Portland Cement
Washed Sand
Fine Sand (For Plastering)
10mmØ x 6.00m. Def. Reinforcing Steel Bars
#16 G.I. Tie Wire
b.Labors:
1 - Mason
1 - Contractual Laborer
12.3. CARPENTRY WORKS
a. Materials:
Forms & Scaffolding
12mm Thk x 1.20m x 2.4m Ordinary Plywood
30 - pcs. 2" x 2" x 10' Coco Lumber
30 - pcs. 2" x 3" x 10' Coco Lumber
4" C.W. Nail
3" C.W. Nail
1-1/2"" C.W. Nail
b. Labor:
1 - Carpenter
1 - Contractual Laborer
12.4. Bituminous Membrane Polyester Reinforced Water Proofing
TOTAL COST OF CONSTRUCTION OF SEPTIC VAULT
TOTAL COST OF OPERATOR'S ROOM
V. CONSTRUCTION OF GUARD HOUSE (2.89 SQ. M.)
1. EXCAVATION WORKS (1.60 CU.M.)
a. Laborers
2 - Laborers
TOTAL COST OF EXCAVATION WORKS
2. CONCRETE WORKS (3.00 Cu.M.)
a. Material:
F (4 Units)
Portland Cement
Washed Sand
Gravel (G1)
C (4 Units)
Portland Cement
Washed Sand
Gravel (G1)
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WF (5.60 Ln.M.)
Portland Cement
Washed Sand
Gravel (G1)
Floor Lintel Beam (6.90 Ln. M.)
Portland Cement
Washed Sand
Gravel (G1)
Door & Window Lintel Beam (4.20 Ln.M.)
Portland Cement
Washed Sand
Gravel (G1)
Concrete Floor Slab (2.25 Sq.M.)
Portland Cement
Washed Sand
Gravel (G1)
Reinforced Concrete Beam
Portland Cement
Washed Sand
Gravel (G1)
Roof Slab & Overhang
Portland Cement
Washed Sand
Gravel (G1)

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False Beam (0.10 x 0.25m x 20.50 ln.m.)
Portland Cement
Washed Sand
Gravel (G1)
b. Labor:
1 -Mason
4 - Laborer
c. Equipment:
1 - Unit One - Bagger Mixer
1 - Unit Concrete Vibrator
TOTAL COST OF CONCRETE WORKS
3. REINFORCED STEEL WORKS ( 660.00 KGS.)
a. Materials:
F (4 Units)
16mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
C (4 Units)
16mm.Ø x 6.00m Deformed Reinf. Steel Bar
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
WF (5.60 Ln.M.)
12mm.Ø x 6.00m Deformed Reinf. Steel Bar
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
Floor Lintel Beam (6.90 Ln. M.)
12mm.Ø x 6.00m Deformed Reinf. Steel Bar
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
Door & Window Lintel Beam (4.20 Ln.M.)
12mm.Ø x 6.00m Deformed Reinf. Steel Bar
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
Concrete Floor Slab (2.25 Sq.M.)
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
Reinforced Concrete Beam
16mm.Ø x 6.00m Deformed Reinf. Steel Bar
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
Roof Slab & Overhang
12mm.Ø x 6.00m Deformed Reinf. Steel Bar
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#16 G.I. Tie Wire
Hacksaw Blade
False Beam (0.10 x 0.25m x 20.50 ln.m.)
12mm.Ø x 6.00m Deformed Reinf. Steel Bar
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
b. Labor:
1 -Steelman
2 - Laborer
TOTAL COST OF REINFORCED STEEL WORKS
4. MASONRY WORKS
4.1. Laying of CHB (17.60 Sq. M.)
a. Material:
150mm x 200mm x 400mm CHB (LB)
100mm x 200mm x 400mm CHB (NLB)
Portland Cement
Washed Sand
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
b. Labor:
1 - Mason
1 - Laborer
4.2. Plastering Works (53.25 Sq.M.)
a. Material
Portland Cement
Fine Sand (For Plastering)
b. Labor:
1 - Mason
1 - Laborer
TOTAL COST OF MASONRY WORKS
5. TILE WORKS (2.56 Sq. M.)
a. Material:
400mm x 400mm Granite Tiles
Tile Adhesive (25Kg/Bag)
Tile Grout (2 Kg./Pack)
4" Grinding Wheel
b. Labor:
1 - Mason
1 - Laborer
c. Equipment Rental:
1 - Unit Tile Cutter
1 - Angular Grinder
TOTAL COST OF TILE WORKS
6. FORM & SCAFFOLDING WORKS
a. Materials:
40 pcs. - 2" x 2" x 10" Coco Lumber
40 pcs. - 2" x 3" x 10" Coco Lumber
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20 pcs. - 2" x 4" x 10" Coco Lumber
12mm Thk x 1.20 m x 2.40 m Ordinary Plywood
1-1/2" C.W. Nail
3" C.W. Nail
4" C.W. Nail
b. Labor:
1 - Carpenter
1 - Laborer
TOTAL COST OF FORM & SCAFFOLDING WORKS

7. CARPENTRY WORKS
7.1. Intallation of Pre-Fabricated of Doors & Windows:
a. Material:
Prefabricated - 0.60m x 2.10m Pannel Type Door, 50mm x 150mm Mahoga
& 38mm Thick Door Board w/ 50mm x 100mm Mahogany Wood Doo
Prefabricated - 0.70m x 1.165m 1-Pannel Window Jamb, 50mm x 150mm M
Chrome Heavy Duty Door Knob
Stainless Door Stopper
4" x 3" Loose Pin Hinges w/ Screw
4" C.W. Nail
b. Labor:
1 - Carpenter
1 - Laborer
7.2. Fabrication of Cabinet
a. Material:
Cabinet Handle (Chrome)
Cabinet Concealed Hinges w/ Screw
3 pcs. - 1" x 1" x 10' Mahogany Lumber
19mm Thk x 1.20m x 2.40m Plyboard
6mm Thk x 1.20m x 2.40m Plyboard
3" C.W. Nail
1" C.W. Finishing Nail
b. Labor:
1 - Carpenter
1 - Laborer
TOTAL COST OF CARPENTRY WORKS

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8. STEEL WORKS
a. Material:
10mm x 10mm x 6.00m M.S. Square Bar
12mm x 12mm x 6.00m M.S. Square Bar
6mm Thk x 50mm x 6.00m M.S. Flat Bar
Hacksaw Blade
6011 Welding Rod
Industrial Oxygen (Content)
Acetylene (Content)
b. Labor:
1 - Welder
1 - Laborer
c. Equipment Rental/Fuel:
1 - Unit Welding Machine w/ Cutting Outfit
1 - Unit Disk Grinder
4" Grinding Wheel
TOTAL COST OF STEEL WORKS

9 GLASS WORKS (LUMP SUM)
Supply & Installation of 5.5 mm Thk x 13 Blades x 0.60m width Smoke Gla
w/ Aluminum Holder
TOTAL DIRECT COST OF GLASS WORK (LUMP SUM)
10. PLUMBING WORKS
a. Materials:
50mmØ x 3.00m. PVC Sanitary Pipe Series 1000
50mmØ x 900 PVC Sanitary Elbow, Series 1000
50mmØ PVC Coupling, Series 1000
PVC Solvent Cement
100mm x 100mmStainless Floor Drain
b. Labors:
1 - Plumber
1 - Contractual Laborers
TOTAL DIRECT COST OF PLUMBING WORKS

11. WATERPROOFING WORKS (LUMP SUM)
Bituminous Membrane Polyester Reinforced Waterproofing
TOTAL DIRECT COST OF WATERPROOFING WORKS (LUMP S
12. PAINTING WORKS (48.00 Sq. M.)
a. Materials:
Concrete Neutralizer
Solvent Based Acrylic Paint Primer
Solvent Based Acrylic Cast
Solvent Based Acrylic Paint Top Coat White Gloss
Solvent Based Acrylic Paint Reducer
Body Filler w/ Hardener
#150 Sand Paper
#120 Sand Paper
Raw Sienna Tinting Color for Solvent Based Acrylic Paint
Thalo Blue Tinting Color for Solvent Based Acrylic Paint
Lamp Black Tinting Color for Solvent Based Acrylic Paint
Steel Brush
3" Paint Brush
2" Paint Brush
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b. Labors:
1 - Painter
1 - Laborer
TOTAL COST OF PAINTING WORKS
TOTAL COST OF CONSTRUCTION OF GUARD HOUSE

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VI. CONSTRUCTION OF (2.73 SQ. MTR.) CHLORINE ROOM
1. CONCRETE & REINFORCED STEEL WORKS
a.Materials:
1.1 Wall
Portland Cement
Washed Sand
Gravel (G1)
10mmØ x 6.00m. Deformed Reinf. Steel Bar
12mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
1.2 Roof Slab
Portland Cement
Washed Sand
Gravel (G1)
Concrete Water Proofing Compound (900 g)
12mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
1.3 Floor Slab
Portland Cement
Washed Sand
Gravel (G1)
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
1.4. Door Lintel Beam
Portland Cement
Washed Sand
Gravel (G1)
12mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
b. Labors:
1 - Mason
2 - Contractual Laborers
TOTAL COST OF CONCRETE & REINFORCED STEEL WORKS
2. MASONRY WORKS
a.Materials:
1. CHB Laying & Plastering Works
100mm x 200mm x 400mm CHB (NLB)
Portland Cement
Washed Sand
Fine Sand (For Plastering)
10mm dia x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
b.Labor:
1 - Mason
1 - Contractual Laborers
TOTAL COST OF MASONRY WORKS

3. CARPENTRY WORKS
3.1 Installation of Pre-Fabricated PVC Door
a.Materials:
Pre-fabricated 800mm x 2100mm PVC Door w/ Jamb, Door Knob, H
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Stainless Door Knob (Heavy Duty)
3.2. Forms & Scaffolding Works
a. Materials:
12mm Thk x 1.20m x 2.40m Ordinary Plywood
40 - pcs. 2" x 2" x 10' Coco Lumber
40 - pcs. 2" x 3" x 10' Coco Lumber
4" C.W. Nail
3" C.W. Nail
1-1/2" C.W. Nail
b.Labor:
1 - Carpenter
2 - Laborer
TOTAL COST OF CARPENTRY WORKS

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4. PAINTING WORKS
a. Materials:
Solvent Based Acrylic Paint Primer
Solvent Based Acrylic Cast
Solvent Based Acrylic Top Coat White Gloss Paint
Solvent Based Acrylic Paint Reducer
Red Tinting Color for Solvent Based Acrylic Paint
Raw Sienna Tinting Color for Solvent Based Acrylic Paint
Thalo Blue Tinting Color for Solvent Based Acrylic Paint
Lamp Black Tinting Color for Solvent Based Acrylic Paint
3" Paint Brush
b. Labors:
1 - Painter
1 - Laborer
TOTAL COST OF PAINTING WORKS
5. WATER PROOFING WORKS (LUMP SUM)
TOTAL COST OF WATER PROOFING WORKS
TOTAL COST OF CHLORINE ROOM

VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYST
1. CATCH BASIN/MANHOLE
1.1. EXCAVATION WORKS
b. Labor:
1 - Skilled Worker
4 - Laborer
TOTAL COST OF EXCAVATION WORKS
1.2. CONCRETE & REINFORCED STEEL WORKS
Portland Cement
Washed Sand
Gravel (G1)
10mmØ x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
b. Labor:
1 - Mason
1 - Laborer
TOTAL COST OF CONCRETE & REINFORCED STEEL WORKS
1.3. MASONRY WORKS
100mm x 200mm x 400mm CHB (NLB)
Portland Cement
Washed Sand
Fine Sand (For Plastering)
b. Labor:
1 - Mason
1 - Laborer
TOTAL COST OF MASONRY WORKS
2. LAYING OF 200mm Ø & 300mmØ RCCP
300mmØ x 1.0m RCCP
200mmØ x 1.0m RCCP
Portland Cement
Washed Sand
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b. Labor:
1 - Mason
8 - Laborer
TOTAL COST OF LAYING OF 200mm Ø & 300mmØ RCCP

TOTAL COST OF CONSTRUCTION OF 300MM Ø RCCP DRAIN

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VIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY
1. Concrete Walk Pad
a. Materials:
Portland Cement
Washed Sand
Gravel (G1)
10mmØ x 6.00m Def. Reinf. Steel Bar
#16 G.I. Tie-wire
Hacksaw Blade
2. 150mm Thk Concrete Driveway (106 Sq.M.)
a. Materials:
Portland Cement
Washed Sand
Gravel (G1)
Item 201 (Aggregates Base Course)
Item 200 (Aggregates Sub-Base Course)
8 pcs. - 1" x 6" x 8' Coco Lumber
40 pcs. - 2" x 2" x 8' Coco Lumber
4" C.W. Nail
3" C.W. Nail
b. Labor:
2 - Skilled Workers
8 - Laborer

c. Equipment Rental/Fuel:
1 - Unit Concrete Vibrator
1 - Unit One - Bagger Mixer
TOTAL COST OF CONSTRUCTION OF CONCRETE CATWALK/D
IX. LANDSCAPING WORKS
a. Materials:
Garden Soil
Carabao Grass
b. Labor:
2 - Skilled Workers
2 - Laborer
c. Equipment Rental:
1 - Unit Compact Hand Roller
TOTAL COST OF LANDSCAPING WORKS
X. ELECTRICAL WORKS
TOTAL NUMBER OF OUTLETS:
1. MOBILIZATION/DEMOBILIZATION

2. SUPPLY, TESTING & INSTALLATION OF KW-HR METER, RACEW
a. Material
Kiliwatthour Meter (Digital), 250 Volts, Single Phase, Assembly,
GE Class 200, 5 jaw, complete w/ Rectangular Base
Testing/Calibration FEE
25mmØ Entrance Cap
25mmØ x 3m RSC Conduit Pipe
25mmØ RSC Male Adaptor
25mmØ Locknut
25mmØ Conduit Pipe Clamp
Single Wire, Secondary Rack w/ Spool Insulator
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b. Labor:
1 - Skilled Worker
1 - Laborer
Direct Cost

3. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPE
a. Material
60 Amperes Main Circuit Breaker, Single Phase, 250 Volts, Panel Bo
enclosed in Powder Coated Finished Panel Box
with 5 Single Phase Branches of:
1 sets - 15 Amps. Branch
4 sets - 20 Amps. Branch
8.0mm2 THW Stranded Wire
3.5mm2 TW Stranded Wire
2.0mm2 TW Stranded Wire
25mmØ Entrance Cap
25mmØ x 3m PVC Conduit Pipe
25mmØ x 90o PVC Long Sweep Elbow
25mmØ PVC Male Adaptor
25mmØ Locknut
20mmØ Flexible Conduit
20mmØ x 3m PVC Conduit Pipe
20mmØ x 90o PVC Long Sweep Elbow
20mmØ PVC Male Adaptor
20mmØ PVC Coupling
20mmØ Locknut
Single Wire, Secondary Rack w/ Spool Insulator
Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with
23 Watts 3U CFL with Capsule
18" Ceiling Orbit Fan, Industrial Type
Switch 1-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Ceiling Socket with screw
Duplex Convenience Outlet w/ plate (flush type)
Duplex Convenience Outlet w/ plate - weatherproof (flush type)
2" x 4" x 2" PVC Utility Box ( H.D.)
4" x 4" PVC Junction Box ( H.D.) w/ Cover
#16 G.I. Tie Wire
PVC Solvent Cement
1/4" Camridge / Mica Tube
0.8mm x 19mm x 8m Polytype Electrical Tape
0.8mm x 19mm x 8m Rubber Tape
b. Labor
1 - Skilled Worker
1 - Laborer
Direct Cost

4. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR GUA
a. Material
35W E27 CFL Weather Proof Street Light
3.5mm2 TW Stranded Wire
20mmØ Flexible Conduit
20mmØ x 3m PVC Conduit Pipe
20mmØ x 90o PVC Long Sweep Elbow
20mmØ PVC Male Adaptor
20mmØ PVC Coupling
20mmØ Locknut
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Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with
23 Watts 3U CFL with Capsule
23 Watts PAR 38 Floodlight CFL bulb with Par Lamp Holder
Switch 1-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Switch 3-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Ceiling Socket with screw
Duplex Convenience Outlet w/ plate (flush type)
2" x 4" x 2" PVC Utility Box ( H.D.)
4" x 4" PVC Junction Box ( H.D.) w/ Cover
#16 G.I. Tie Wire
PVC Solvent Cement
1/4" Camridge / Mica Tube
0.8mm x 19mm x 8m Polytype Electrical Tape
0.8mm x 19mm x 8m Rubber Tape
b. Labor
1 - Skilled Worker
1 - Laborer
Direct Cost

5. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR SIG
a. Material
3.5mm2 TW Stranded Wire
20mmØ x 3m PVC Conduit Pipe
20mmØ x 90o PVC Long Sweep Elbow
20mmØ PVC Male Adaptor
20mmØ PVC Coupling
20mmØ Locknut
Perimeter post lamp with cage, globe type, (250mmx250mm)
complete assembly with 23 watts Capsulated CFL
4" x 4" PVC Junction Box ( H.D.) w/ Cover
#16 G.I. Tie Wire
PVC Solvent Cement
1/4" Camridge / Mica Tube
0.8mm x 19mm x 8m Polytype Electrical Tape
0.8mm x 19mm x 8m Rubber Tape
b. Labor
1 - Skilled Worker
1 - Laborer
Direct Cost
TOTAL COST OF ELECTRICAL WORKS
2. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT BALUNO, Z.C.
I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL
1. MOBILIZATION/DEMOBILIZATION
2. HAULING OF MATERIALS
a. Labor:
4 - Laborer

b. Equipment Rental/Fuel
1 - Unit Hauling Truck (w/ Operator & Fuel)
TOTAL COST OF MOBILIZATION/DEMOBILIZATION/HAULIN
II. CONSTRUCTION OF 300.00 CU.M. GROUND TANK
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1. CLEARING & EXCAVATION WORKS (262.00 Cu.M.)
a. Labors:
4 -Contractual Laborer
b. Equipment/Fuel:
1 - Unit Backhoe (w/ Fuel & Operator)
1 - Unit Water Pump (w/ Fuel)
1 - Unit Powersaw (w/ Operator & Fuel)
TOTAL COST OF EXCAVATION WORKS
2. SCAFFOLDING & FORM WORKS
a. Materials:
800 - pcs. 2" x 2" x 10' Coco Lumber
600 - pcs. 2" x 3" x 10' Coco Lumber
400 - pcs. 2" x 4" x 10' Coco Lumber
12mmThk. x 1.20m. x 2.40m. Ordinary Plywood
4" C.W. Nail
3" C.W. Nail
1-1/2" C.W. Nail
b. Labors:
4 - Carpenter
8 - Laborer
TOTAL COST OF SCAFFOLDING & FORM WORKS
3. CONCRETE WORKS (148.20 Cu.M.)
a. Materials:
3.1. Lean Concrete (50mm Thk x 105.00 Sq.M.)
Portland Cement
Washed Sand
3.2. Footing (F-3) (4 Units):
Portland Cement
Washed Sand
Gravel (G1)
150mm Boulders
Concrete Waterproofing Compound (900g)
3.3. Footing (F-4) (6 Units):
Portland Cement
Washed Sand
Gravel (G1)
150mm Boulders
Concrete Waterproofing Compound (900g)
3.4. Footing (F-1A) (1 Unit):
Portland Cement
Washed Sand
Gravel (G1)
150mm Boulders
3.5. Column (C-3) (4 Units):
Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
Concrete Waterproofing Compound (900g)
3.6. Column (C-4) (6 Units):
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Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
Concrete Waterproofing Compound (900g)
3.7. Column (C-1A) (1 Unit):
Portland Cement
Washed Sand
Gravel (G1)
3.8. Tie Beam (TB) (2 Units):
Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
Concrete Waterproofing Compound (900g)
3.9. Beam (RCB1, RCB2 & RCB3)
Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
3.10. Wall Footing (L=51.06 m):
Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
Concrete Waterproofing Compound (900g)
3.11. Bottom Slab
Washed Sand (for Ground Tank Bottom Slab Envelope)
Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
Concrete Waterproofing Compound (900g)
3.12. Top Slab
Portland Cement
Washed Sand
Gravel (G1)
Concrete Addmix (150g)
Concrete Waterproofing Compound (900g)
3.13. Stair
Portland Cement
Washed Sand
Gravel (G1)
3.14. Wall (L = 51.06m)
Portland Cement
Washed Sand
Gravel (G1)
Concrete Waterproofing Compound (900g)
Concrete Addmix (150g)
200mm Water Stop
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3.15. Junction Box
Portland Cement
Washed Sand
Gravel (G1)
Concrete Waterproofing Compound (900g)
b. Labors:
4 - Mason
20 - Contractual Laborers
c. Equipment Rental:
1 - Unit Water Pump (w/ Fuel)
2 - Units One - Bagger Mixer (w/ Fuel)
2 - Concrete Vibrator (w/ Fuel)
TOTAL COST OF CONCRETE WORKS
4. REINFORCED STEEL WORKS (23,329.60 KGS.)
a. Materials:
4.1. Footing (F-1) (4- Units)
25mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.2. Footing (F-2) (6- Units)
25mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.3. Footing (F-3) (1- Unit)
16mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.4. Tie Beam (TB) (3 - Units)
25mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.5. Column (C - 1) (4 Units)
25mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.6. Column (C - 2) (6 Units)
25mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.7. Column(C-3) (1- Unit)
16mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.8. Wall Footing
25mmØ x 6.00m. Deformed Reinf. Steel Bar
20mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.9. Bottom Slab
20mmØ x 6.00m. Deformed Reinf. Steel Bar
16mmØ x 7.50m. Deformed Reinf. Steel Bar
16mmØ x 6.00m. Deformed Reinf. Steel Bar
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#16 G.I. Tie Wire
4.10. Top Slab
12mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.11. Stair & Stair Foundation
16mmØ x 6.00m. Deformed Reinf. Steel Bar
12mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.12. Beam (RCB 1)
20mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.13. Beam (RCB 2 & RCB 3) :
20mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
4.14. Wall (L=44.00m)
25mmØ x 6.00m. Deformed
20mmØ x 6.00m. Deformed
16mmØ x 6.00m. Deformed
12mmØ x 7.50m. Deformed
12mmØ x 6.00m. Deformed
#16 G.I. Tie Wire

Reinf.
Reinf.
Reinf.
Reinf.
Reinf.

Steel
Steel
Steel
Steel
Steel

Bar
Bar
Bar
Bar
Bar

4.15. Junction Box
10mmØ x 6.00m. Plain Round Bars
16mmØ x 6.00m. Deformed Reinf. Steel Bar
12mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
b. Labors:
4 - Steel Man
4 - Contractual Laborers
c. Equipment:
Bar Bender
Bar Cutter
TOTAL COST OF REINFORCED STEEL WORKS
5. MASONRY WORKS (762.00 Sq.M.)
a. Materials:
Portland Cement
Fine Sand (For Plastering)
b. Labors:
2 - Mason
2 - Contractual Laborers
TOTAL COST OF MASONRY WORKS
6. STEEL WORKS
a. Materials:
6.1. Manhole Cover w/ Steel Ladder (3- Units)
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6mm Thk. x 50mm x 6.0m Stainless Steel Flat Bar
6mm Thk. x 50mm x 50mm x 6.00m Stainless Angle Bar
16mmØ x 100mm Stainless Steel L-Type Anchor Bolt w/ Nuts & Was
16mmØ x 6.0m Stainless Plain Round Bar
1.20m x 2.40m x Ga. No. 16 Stainless Plain Sheet
10mmØ x 6.0m M.S. Plain Round Bar
Hacksaw Blade
Welding Rod (6011)
Welding Rod (Stainless)
6.2. Hand Rail:
50mmØ x 6.0m G.I. Pipe (ASTM A-53 90A Heavy Gauge Standard)
16mm x 16mm x 6.00m MS Square Bar
Hacksaw Blade
Welding Rod (6011)
Hacksaw Blade
6.3. Junction Box
6mm Thk. x 50mm x 6.0m MS Flat Bar
16mmØ x 6.0m MS Plain Round Bar
6mm Thk. x 50mm x 50mm x 6.0m MS Angle Bar
16mmØ x 100mm Stainless Steel (L-Type) Bolt w/ Nut & Washer
Hacksaw Blade
Welding Rod (6011)
b. Labors:
2 - Welder
2 - Contractual Laborers
c. Equipment:
1 - Unit Welding Machine
1 - Unit Disk Grinder
4" Grinding Wheel
TOTAL COST OF STEEL WORKS
7. DISINFECTION/LEAKAGE TEST & GROUTING LEAK
a. Materials:
Chlorine Powder
Hydraulic Cement (4-Liter/Gal)
b. Labor:
1 - Skilled Worker
2 - Contractual Laborer
TOTAL COST OF DISINFECTION & LEAKAGE TEST

8. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLOAT CONT
a. Materials:
D1
Supply & Installation of Differential Float Control Valve
Supply & Installation of 100mmØ Differential Float Controlled Valve
w/ 2-Units Steel Ring Flange
Specifications:
The valve will be controlled by a differential float-operated, maximu
maximum flowrate equals to 25.00 LPS
The differential float controlled valve will be installed below the wat
The valve will be a hydraulically operated, diaphragm actuated,
Face to face length dimension meets ISO 57529S-10 Standard, Flan
Maximum pressure rating of PN16 (230 psi)
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100mmØ C.I. Sleeve Type Flexible Coupling, (PVC-C.I.)
100mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-PVC)
100mmØ C.I. Adaptor, F/P
6mm thk Rubber Gasket
16mmØ x 100mm Anchor Bolts w/ Nuts & Washer
Construction of two (2.0) units concrete valve box
Portland Cement
Washed Sand
Gravel (G1)
16mmØ x 6.00m Deformed Reinf. Steel Bar
#16 GI Tie Wire
16mmØ x 6.00m Stainless Steel Round Bar (Type 304)
8mmØ x 6.00m M.S. Plain Round Bar
16mmØ x 6.00m M.S. Plain Round Bar
38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard
6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar
12mm Thk x 1.20m x 2.40m Ordinary Plywood
40 pcs - 2" x 2" x 10' Coco Lumber
40 pcs - 2" x 3" x 10' Coco Lumber
40 pcs - 2" x 4" x 10' Coco Lumber
4" C.W. Nail
3" C.W. Nail
1-1/2" C.W. Nail
Hacksaw Blade
Welding Rod (6011)
b. Labor:
3 - Skilled Worker
1 - Pipe Fitter
6 - Contractual Laborers

Valves & Appurtenances:
D2
150mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard
150mmØ x 150mmØ C.I. Tee, F/F, Flange End In Accordance w/ AN
150mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.
150mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI)
D3 & D4
100mmØ
100mmØ
100mmØ
100mmØ
100mmØ

x 45o PVC Bend, Class 150, B/S w/ R.R.
x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard
C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Acco
C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.
C.I. Sleeve Type Flexible Coupling (PVC-CI)

D3-a & D4-a
200mmØ
200mmØ
200mmØ
200mmØ
200mmØ

x 45o PVC Bend, Class 150, B/S w/ R.R.
x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard
C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Acco
C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.
C.I. Sleeve Type Flexible Coupling (PVC-CI)

Entrance Pipe:
200mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Acco
150mmØ Steel Blind Flange in Accordance w/ AWWA C207 Class D150mmØ C.I. Valve Box Cover
200mmØ Steel Ring Flange in Accordance w/ AWWA C207 Class D6mm Thk x 50mm x 6.00m Stainless Steel Flat Bar
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19mmØ x 100mm Stainless Steel (Type 304) L-Type Achor Bolt w/ N
19mmØ x 250mm Stainless Steel (Type 304) Bolt w/ Nut & Washer
16mmØ x 88mm Stainless Steel (Type 304) Bolt w/ Nut & Washer
6mm Thick Rubber Gasket

200mmØ x 45o PVC Bend, Class 150, B/S w/ R.R.
200mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard
200mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Acco
200mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.
200mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI)
200mmØ Steel Ring Flange (See Shop Drawing)
150mmØ C.I. Valve Box Cover
16mmØ x 88mm Stainless Steel (Type 304) Bolt w/ Nut & Washer
6mm Thick Rubber Gasket

D3 & D4
200mmØ x 45o PVC Bend, Class 150, B/S w/ R.R.
200mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard
200mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Acco
200mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.
200mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI)
200mmØ Steel Ring Flange (See Shop Drawing)
150mmØ C.I. Valve Box Cover
16mmØ x 88mm Stainless Steel (Type 304) Bolt w/ Nut & Washer
6mm Thick Rubber Gasket

Under Drain Pipes & Appurtenances
100mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Acco
150mmØ C.I. Valve Box Cover
100mmØ x 6.00m PVC Pipe Class 150, B/S, w/ R.R.
100mmØ Mechanical End Cap,
100mm x 100mmØ C.I. Tee, M/M
Geotextile Filter Fabric
Air Vent
100mmØ x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge Std.
100mmØ x 90o G.I. Elbow, ANSI B16.3 Class 150 Std.
100mmØ G.I. End Cap, ANSI B16.3 Class 150 Std.

b. Labor:
2 - Pipefitter
4 - Laborer
TOTAL COST OF GATE VALVES, DIFFERENTIAL FLOAT CONT

9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW ME
a. Materials :
Supply & Inst. of 100mmØ Full Bore Electromagnetic Flowmeter F/F w/ 2Specification:
100mmØ Electro-Magnetic Flowmeter, ANSI 16.5, Class-150,
Flanged-Typed, Transmitter accuracy of 0.40% of rate, with highly
accurate bi-directional measurements, battery powered, with intern
battery pack of five (05) years maintenance free battery life.
Complete with two (02) mating flanges and the desired stainless ste
bolts, nuts, washers with rubber gaskets. Unit is remote-type with
complete accessories and with integrated GSM Data Logger
(wall-mounted typed signal converter) which records/logs the flow &
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pressure, and is compatible with the sensor EM Flowmeter
with a recording interval programmable between 1 second
& 1 hour. EM Flowmeter & Logger housing is fully water proofed (I
Data can be accessed remotely using a standard GSM mobile phone
thru simple text message to the host computer provided with a
windows-based software which can monitor multiple data loggers.
24 months warranty, with Wet Calibration Certificate per unit upon
The unit includes the following accessories:
Fifty (50) meters flow input cable with pvc conduit up to the pu
communication cable, Windows-based configuration software fo
Two channel flow splitter cable (50 meters), 50 meters hose for
line with fittings (quick fit connection).
Note: Package includes Orientation & Training of personnel

100mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-PVC)
100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.
6mm thk Rubber Gasket
16mmØ x 100mm Anchor Bolts w/ Nuts & Washer
Construction of 2 - Units Concrete Valve Box
Portland Cement
Washed Sand
Gravel (G1)
16mmØ x 6.00m Deformed Reinf. Steel Bar
#16 GI Tie Wire
16mmØ x 6.00m Stainless Steel Round Bar (Type 304)
8mmØ x 6.00m M.S. Plain Round Bar
16mmØ x 6.00m M.S. Plain Round Bar
38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard
6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar
12mm Thk x 1.20m x 2.40m Ordinary Plywood
60 pcs - 2" x 2" x 10' Coco Lumber
40 pcs - 2" x 3" x 10' Coco Lumber
40 pcs - 2" x 4" x 10' Coco Lumber
4" C.W. Nail
3" C.W. Nail
1-1/2" C.W. Nail
Hacksaw Blade
Welding Rod (6011)

b. Labor:
3 - Skilled Worker
1 - Pipe Fitter
4 - Contractual Laborers
TOTAL COST OF SUPPLY & INSTALLATION OF 100MMØ FLO
10. PAINTING WORKS (223.00 Sq.M.)
a. Materials:
Concrete Neutralizer
Solvent Based Acrylic Paint Primer
Solvent Based Acrylic Cast
Solvent Based Acrylic Paint Top Coat White Gloss
Solvent Based Acrylic Paint Reducer
Lacquer thinner
Body Filler w/ Hardener
Sand paper #150
Sand paper #120
Red Tinting Color for Solvent Based Acrylic Paint
Raw Sienna Tinting Color for Solvent Based Acrylic Paint
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Thalo Blue Tinting Color for Solvent Based Acrylic Paint
Lamp Black Tinting Color for Solvent Based Acrylic Paint
Red Lead Paint Primer
Quick Dry Enamel (Royal Blue)
Paint Thinner
7" Roller Brush w/ Handle
2" Paint Brush
Steel Brush
b. Labors:
2 - Painter
2 - Contractual Laborers
TOTAL COST OF PAINTING WORKS

11. WATER PROOFING WORKS FOR TOP SLAB
Supply & Installation of Bituminous Membrane Polyester Reinforced Wate
TOTAL COST OF WATER PROOFING WORKS FOR TOP SLAB

12. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR
"CHEM-TECH" heavy Duty Hypochlorinator with 100 liters Solution
with stirrer, series 200, designed to deliver 40 GPD(max) vs. 125 ps
mechanical diaphragm type and oil bathed gear assembly, driven by
electric motor, 230V, single phase, 60 Hz. With complete standard
suction & discharge accessories:
- 4 ft. Suction Tubing, clear PVC, 7/16"OD
- 8 ft. Discharge Tubing, P.E., 1/2" OD
- 1 set Back check Valve & Injection Fittings
- 1 set Foot Valve with strainer
- 1 pc. Bleed Valve

Provision for Chlorinator Injection Fittings:
50mm.Ø G.I. Coupling, ANSI B16.3 Class 150
50mm.Ø x 150mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std
50mm.Ø G.I. Cap, ANSI B16.3 Class 150
19mm.Ø G.I. Coupling, ANSI B16.3 Class 150
19mm.Ø x 12mm.Ø G.I. Bushing, ANSI B16.3 Class 150
12mm.Ø G.I. Plug, ANSI B16.3 Class 150
Pressure Gauge Assembly:
12mm.Ø G.I. Tee, ANSI B16.3 Class 150
12mm.Ø G.I. Coupling, ANSI B16.3 Class 150
12mm.Ø x 100mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std.
12mm.Ø x 6mmØ G.I. Bushing, ANSI B16.3 Class 150
12mm.Ø G.I. Plug, ANSI B16.3 Class 150
12mm.Ø Brass Ball Valve
63mm.Ø Oil-filled Pressure Gauge (0-150 psi)

Labor: Cutting & Welding works of B.I. Discharge Pipes, installation of Ap
preparation of Pressure Gauge assy. and provision for Chlorinator Inj
TOTAL COST OF SUPPLY & INST. OF 40GPD HYPOCHLORINA

TOTAL COST OF CONST. OF THREE HUNDRED 300.00 CU.M.
III. CONST. OF CONCRETE PERIMETER FENCE
1. CLEARING/LAYOUTING & EXCAVATION WORKS
a. Materials:
Nylon Chord #100
12mm Clear Level Hose
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b. Labor:
1 - Skilled Worker
4 - Contractual Laborers
TOTAL COST OF EXCAVATION WORKS
2. CONCRETING WORKS (14.80 Cu.M.)
a. Materials :
F1 (7 Units)
Portland Cement
Washed Sand
Gravel
150mm Boulders
F2 (14 Units)
Portland Cement
Washed Sand
Gravel
150mm Boulders
C1 & C1-A (7 Units)
Portland Cement
Washed Sand
Gravel
C2 & C2-A (14 Units)
Portland Cement
Washed Sand
Gravel
RW-1 (L = 18.00 m.)
Portland Cement
Washed Sand
Gravel
RW-2 (L = 47.00 m.)
Portland Cement
Washed Sand
Gravel
b. Labor:
2 - Masons
10 - Contractual Laborer
c. Equipment Rental/Fuel/Oil & Lubricants:
1 - Unit - One - Bagger Mixer
1 - Unit - Concrete Vibrator
Premium Gasoline
TOTAL COST OF CONCRETE WORKS
3. REINFORCED STEEL WORKS (1,940.10 KGS.)
a. Materials :
F1 (7 Units)
16mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
F2 (14 Units)
16mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
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Hacksaw Blade
C1 & C1-A (7 Units)
16mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
C2 & C2-A (14 Units)
16mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
RW-1 (L = 18.00 m.)
16mmØ x 6.00m Def. Reinforcing Steel Bars
12mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
RW-2 (L = 47.00 m.)
16mmØ x 6.00m Def. Reinforcing Steel Bars
12mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
b. Labor:
2 -Steel Man
4 - Laborer
c. Equipment:
1 - Unit Bar Cutter
1 - Unit Bar Bender
TOTAL DIRECT COST OF REBAR WORKS
4. MASONRY WORKS:
a. Materials :
Portland Cement
Washed Sand
Fine sand (for plastering)
100mm thk Concrete Hollow Blocks (NLB)
150mm thk Concrete Hollow Blocks (LB)
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
b. Labor:
2 - Masons
2 - Laborers
TOTAL COST OF MASONRY WORKS
5. FORMS & SCAFFOLDING WORKS:
a. Materials :
12mm Thk. X 1.20m x 2.40m Ordinary Plywood
60 - pcs - 2" x 4" x 10' Coco Lumber
80 - pcs - 2" x 3" x 10' Coco Lumber
100 - pcs - 2" x 2" x 10' Coco Lumber
4" C.W. Nails
3" C.W. Nails
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1-1/2" C.W. Nails
b. Labor:
1 - Carpenter
2 - Laborer
TOTAL COST OF FORMS & SCAFFOLDING WORKS:
6. STEEL WORKS:
a. Materials :
50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge Standard)
6mm thk x 38mm x 6.00m M.S. Flat Bar
12mm x 12mm x 6.00m M.S. Square Bar
#4 x 50mm Mesh x 1.20m x 2.40m B.I. Steel Matting
6011 Welding Rod
Hacksaw Blade
b. Labor:
1 -Welder
4 - Laborer
c. Equipment Rental:
1 - Unit Welding Machine
1 - Unit Disk Grinder
4" Grinder Wheel
TOTAL COST OF STEEL WORKS:
7. PAINTING WORKS
a. Materials:
Concrete Neutralizer
Solvent Based Acrylic Paint Primer
Solvent Based Acrylic Paint Top Coat (White Gloss)
Solvent Based Acrylic Reducer
Red Lead Metal Primer
Quick Dry Enamel Blue
Paint Thinner
Red Tinting Color for Solvent Based Acrylic Paint
Raw Sienna Tinting Color for Solvent Based Acrylic Paint
Thalo Blue Tinting Color for Solvent Based Acrylic Paint
Lamp Black Tinting Color for Solvent Based Acrylic Paint
#120 Sand Paper
#150 Sand Paper
7" Paint Roller w/ Tray
1" Paint Brush
2" Paint Brush
4" Paint Brush
Steel Brush
b Labor:
2 - Painter
2 - Laborer
TOTAL COST OF PAINTING WORKS

8. SIGNAGE WITH STAND & FRAME
a. Materials:
Panaflex Signage w/ Aluminum Framing, Lighting and Accessories
12mm. ∅ x 150mm. Stainless Steel Bolt (Type 304) w/ Nuts & Washers
6mm Thk x 200mm x 200mm Fabricated Base Plate w/ 4-16mm ∅ Bolt Hole
Shop Drawing)
100mm. ∅ x 6.00m G.I. Pipe, ASTM 53 A90 Heavy Gauge - Standard
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10mm. ∅ x 25mm. Stainless Steel Bolt (Type 304) w/ Nuts & Washers
b. Labor:
2 - Skilled Worker
2 - Laborer
TOTAL COST OF SIGNAGE
TOTAL COST OF CONCRETE PERIMETER FENCE
IV. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM
1. EXCAVATION WORKS (3.98 Cu.M.)
b. Labors:
4 - Laborer
TOTAL DIRECT COST OF EXCAVATION WORKS
2. CONCRETE WORKS (8.50 Cu M.)
a. Materials:
F2 (2 Units)
Portland Cement
Washed Sand
Gravel (G1)
C2-A (2 Units)
Portland Cement
Washed Sand
Gravel (G1)
WF (11.00 ln.m.)
Portland Cement
Washed Sand
Gravel (G1)
Floor Lintel Beam (11.00 ln.m.)
Portland Cement
Washed Sand
Gravel (G1)
Slab on Fill (0.10m x 12.65 Sq.m.)
Portland Cement
Washed Sand
Gravel (G1)
Door/Window Lintel Beam (10.00 ln.m.)
Portland Cement
Washed Sand
Gravel (G1)
RCB
Portland Cement
Washed Sand
Gravel (G1)
Roof Slab (18.70 sq.m.)
Portland Cement
Washed Sand
Gravel (G1)
False Beam (10.50 ln.m.)
Portland Cement
Washed Sand
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Gravel (G1)
b. Labors:
1 Mason
8 - Laborers
c. Equipment Rental:
1 - Unit One - Bagger Mixer
1 - Unit Concrete Vibrator
TOTAL DIRECT COST OF CONCRETE WORKS

3. REINFORCED STEEL WORKS (1,093.10 KGS.)
Note: Other Column Footing, Column, Wall Footing & Floor Lintel Beam are alr
a. Materials:
F2 (2 Units)
16mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
C2-A (2 Units)
16mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
WF (11.00 ln.m.)
12mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
Floor Lintel Beam (11.00 ln.m.)
12mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
Slab on Fill (0.10m x 12.65 Sq.m.)
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
Door/Window Lintel Beam (10.00 ln.m.)
12mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
RCB
16mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
Roof Slab
12mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
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False Beam (10.50 ln.m.)
12mmØ x 6.00m Def. Reinforcing Steel Bars
10mmØ x 6.00m Def. Reinforcing Steel Bars
#16 G.I. Tie-wire
Hacksaw Blade
b. Labors:
1 -Steelman
2 -Contractual Laborers
c. Equipment Rental:
1 - Unit Bar Bender
TOTAL DIRECT COST OF REINFORCED STEEL WORKS
4. MASONRY WORKS
4.1. Laying & Plastering of CHB
(Includes CHB Laying & Plastering Works)
a. Materials:
Portland Cement
Washed Sand
Fined Sand (For Plastering)
100mm x 200mm x 400mm Hollow Block (NLB)
150mm x 200mm x 400mm Hollow Block (LB)
10mmØ x 6.00m. Def. Steel Bars
# 16 G.I. Tie Wire
Hacksaw Blade
b. Labors:
2 - Mason
2 - Laborer
4.2. Tile Works (31.80 sq.m.)
a. Materials:
200mm x 200mm Ceramic Tiles (White)
400mm x 400mm Granite Tiles (White)
Tile Adhesive (25Kg/Bag)
Tile Grout (2 Kg./Pack)
PVC Tile Trim (White)
4" Grinding Wheel
b. Labor:
2 - Mason
2 - Laborer
c. Equipment Rental:
1 - Unit Tile Cutter
1 - Unit Angular Grinder
TOTAL DIRECT COST OF MASONRY WORKS

5. CARPENTRY WORKS
a. Materials:
5.1. Installation of Door Frame/Pannel Door & Window Jamb
Pre-Fabricated 0.80m x 2.10m x 50mm x 150mm Mahogany Wood D
Pre-Fabricated 0.80m x 2.10m Mahogany Wood Panel Type Door
w/ 50mm x 100mm Door Frame & 37.5mm Thk Door Board
Pre-Fabricated 0.60m x 2.10m PVC Door w/ Door Jamb & Hinges w/
Pre-Fab. 1.165m x 1.45m x 50mm x 150mm 2 Panel Mahogany Woo
5.2. Cabinet & Table:
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1-Unit Cabinet
Cabinet Handle (Chrome)
Cabinet Concealed Hinges w/ Screw
12mm.Ø x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge Standard
3 pcs. - 1" x 1" x 10' Mahogany Lumber
19mm Thk x 1.20m x 2.40m Plyboard
6mm Thk x 1.20m x 2.40m Plyboard
3" C.W. Nail
1" C.W. Finishing Nail
1-Unit Table
Drawer Handle (Chrome)
3 pcs. - 1" x 1" x 10' Mahogany Lumber
19mm Thk x 1.20m x 2.40m Plyboard
1" C.W. Finishing Nail
5.3. Hardware :
4" x 3" Loose Pin Hinges (Heavy Duty) w/ Screw
2" x 2" Cabinet Hinges w/ Screw
Stainless Door Knob (Heavy Duty)
Drawer Lock (Heavy Duty)
4" C. W. Nail
2-1/2" C. W. Nail
2" C. W. Nail
1" C. W. Nail
1" Finishing Nail
b. Labor:
1 - Carpenter
1 - Laborer
TOTAL DIRECT COST OF CARPENTRY WORKS
6. SCAFFOLDING & FORM WORKS
a. Materials:
12mm Thk x 1.20m x 2.40m Ordinary Plywood
100 pcs. - 2" x 2" x 10' Coco Lumber
80 pcs. - 2" x 3" x 10' Coco Lumber
80 pcs. - 2" x 4" x 10' Coco Lumber
4" C. W. Nail
3" C. W. Nail
1-1/2" C. W. Nail
b. Labors:
1 -Carpenter
1 -Contractual Laborers
TOTAL DIRECT COST OF SCAFFOLDING & FORM WORKS
7. PLUMBING WORKS
7.1. Storm Drainage Pipe
50mmØ x 3.00m PVC Pipe, Series 1000
50mmØ x 900 PVC Bend, Series 1000
50mmØ PVC Coupling, Series 1000
PVC Solvent Cement
7.2. Sanitary Pipe
100mmØ x 3.00m PVC Pipe, Series 1000
100mmØ x 450 PVC Sanitary Elbow, Series 1000
100mmØ x 900 PVC Sanitary Elbow, Series 1000
100mmØ x PVC Clean Out, Series 1000
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100mmØ PVC Sanitary Coupling, Series 1000
50mmØ x 3.00m PVC Pipe, Series 1000
50mmØ PVC Sanitary Coupling, Series 1000
50mmØ x 900 PVC Bend, Series 1,000
100mmØ x 100mmØ PVC Sanitary Tee, Series 1000
100mmØ x 100mmØ PVC Sanitary Wye, Series 1000
100mmØ x 50mmØ PVC Sanitary Tee, Series 1000
50mmØ x 50mmØ PVC Sanitary Tee, Series 1000
PVC Cement Solvents
7.3. Cold Pipe
12mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard
12mmØ x 900 G.I. Elbow, ANSI B16.3 Class 150 Standard
12mmØ x 12mmØ G.I. Tee, ANSI B16.3 Class 150 Standard
12mmØ Brass Faucet
12mmØ G.I. Union Patent ANSI B16.3 Class 150 Standard
25mm Teflon Tape
7.4. Sanitary Fixtures:
Flush Type Water Closet w/ Complete Fittings & Accs.
Wall Mounted Type Lavatory w/ Complete Fittings & Accs.
Ceramic Tissue Holder
Ceramic Soap Holder
12mm Shower Head
12mm Shower Valve
100mm x 100mm Stainless Double Strainer Floor Drain
6mm Thk. x 0.6m x 0.6m Beveled Frameless Mirror
b. Labors:
1 -Plumber
2 -Contractual Laborers
TOTAL DIRECT COST OF PLUMBING WORKS

8. GLASS WORKS (LUMP SUM)
Supply & Installation of 5.5mm Thk x 13 Blades Smoke x 0.65m width Gla
w/ Aluminum Holder
Supply & Installation of 5.5mm Thk x 6 Blades x 0.60m width Smoke Glass
Jalousies w/ Aluminum Holder
TOTAL DIRECT COST OF GLASS WORK
9. STEEL WORKS (WINDOW GRILLES)
a. Materials:
W-1 (1 Unit)
10mm x 10mm x 6.00m. M.S. Square Bar
12mm x 12mm x 6.00m. M.S. Square Bar
6mm thk. x 20mm x 6.00m. M.S. Flat Bar
Hack Saw Blade
6011 Welding Rod
W-2 (2 Units)
10mm x 10mm x 6.00m. Square bars
12mm x 12mm x 6.00m. Square bars
6mm thk. x 20mm x 6.00m. M.S. Flat bars
Hack Saw Blade
6011 Welding Rod
b. Labors:
1 -Welder
2 -Contractual Laborers
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c. Equipment:
1 - Unit Welding Machine w/ Cutting Outfit
1 Unit Disk Grinder
4" Grinding Disk
TOTAL DIRECT COST OF STEEL WORKS (Window Grilles)

10. WATER PROOFING WORKS (LUMP SUM)
Bituminous Membrane Polyester Reinforced Water Proofing
TOTAL DIRECT COST OF WATER PROOFING WORKS (LUMP
11. PAINTING WORKS (120.00 Sq. M.)
a. Materials:
Concrete Neutralizer
Solvent Based Acrylic Paint Primer
Solvent Based Acrylic Cast
Solvent Based Acrylic Paint Top Coat White Gloss
Solvent Based Acrylic Reducer
Lacquer thinner
Body Filler w/ Hardener
Sand paper#150
Sand paper#120
Red Tinting Color for Solvent Based Acrylic Paint
Raw Sienna Tinting Color for Solvent Based Acrylic Paint
Thalo Blue Tinting Color for Solvent Based Acrylic Paint
Lamp Black Tinting Color for Solvent Based Acrylic Paint
Red Lead Paint Primer
Quick Dry Enamel (Royal Blue)
7" Roller Brush w/ Handle
7" Paint Tray
2" Steel Brush
3" Paint Brush
2" Paint Brush
b. Labors:
1 - Painter
1 - Contractual Laborers
TOTAL COST OF PAINTING WORKS
12. CONSTRUCTION OF SEPTIC VAULT (SEALED)
12.1. CONCRETE & REINFORCED STEEL WORKS
a.Materials:
1. Bottom Slab
Portland Cement
Washed Sand
Gravel (G1)
Concrete Water Proofing Compound
10mmØ x 6.00m. Def. Reinforcing Steel Bars
#16 G.I. Tie Wire
2.1.2. Top Slab
Portland Cement
Washed Sand
Gravel (G1)
Concrete Water Proofing Compound
10mmØ x 6.00m. Def. Reinforcing Steel Bars
#16 G.I. Tie Wire
b.Labors:
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1 - Mason
2 - Contractual Laborer
12.2. MASONRY WORKS
a.Materials:
100mm x 200mm x 400mm Concrete Hollow Block (NLB)
Portland Cement
Washed Sand
Fine Sand (For Plastering)
10mmØ x 6.00m. Def. Reinforcing Steel Bars
#16 G.I. Tie Wire
b.Labors:
1 - Mason
1 - Contractual Laborer
12.3. CARPENTRY WORKS
a. Materials:
Forms & Scaffolding
12mm Thk x 1.20m x 2.4m Ordinary Plywood
30 - pcs. 2" x 2" x 10' Coco Lumber
30 - pcs. 2" x 3" x 10' Coco Lumber
4" C.W. Nail
3" C.W. Nail
1-1/2"" C.W. Nail
b. Labor:
1 - Carpenter
1 - Contractual Laborer
12.4. Bituminous Membrane Polyester Reinforced Water Proofing
TOTAL COST OF CONSTRUCTION OF SEPTIC VAULT
TOTAL COST OF OPERATOR'S ROOM
V. CONSTRUCTION OF GUARD HOUSE (2.89 SQ. M.)
1. EXCAVATION WORKS (1.60 CU.M.)
a. Laborers
2 - Laborers
TOTAL COST OF EXCAVATION WORKS
2. CONCRETE WORKS (3.00 Cu.M.)
a. Material:
F (4 Units)
Portland Cement
Washed Sand
Gravel (G1)
C (4 Units)
Portland Cement
Washed Sand
Gravel (G1)
WF (5.60 Ln.M.)
Portland Cement
Washed Sand
Gravel (G1)
Floor Lintel Beam (6.90 Ln. M.)
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Portland Cement
Washed Sand
Gravel (G1)
Door & Window Lintel Beam (4.20 Ln.M.)
Portland Cement
Washed Sand
Gravel (G1)
Concrete Floor Slab (2.25 Sq.M.)
Portland Cement
Washed Sand
Gravel (G1)
Reinforced Concrete Beam
Portland Cement
Washed Sand
Gravel (G1)
Roof Slab & Overhang
Portland Cement
Washed Sand
Gravel (G1)
False Beam (0.10 x 0.25m x 20.50 ln.m.)
Portland Cement
Washed Sand
Gravel (G1)
b. Labor:
1 -Mason
4 - Laborer
c. Equipment:
1 - Unit One - Bagger Mixer
1 - Unit Concrete Vibrator
TOTAL COST OF CONCRETE WORKS
3. REINFORCED STEEL WORKS ( 660.00 KGS.)
a. Materials:
F (4 Units)
16mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
C (4 Units)
16mm.Ø x 6.00m Deformed Reinf. Steel Bar
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
WF (5.60 Ln.M.)
12mm.Ø x 6.00m Deformed Reinf. Steel Bar
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
Floor Lintel Beam (6.90 Ln. M.)
12mm.Ø x 6.00m Deformed Reinf. Steel Bar
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10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
Door & Window Lintel Beam (4.20 Ln.M.)
12mm.Ø x 6.00m Deformed Reinf. Steel Bar
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
Concrete Floor Slab (2.25 Sq.M.)
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
Reinforced Concrete Beam
16mm.Ø x 6.00m Deformed Reinf. Steel Bar
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
Roof Slab & Overhang
12mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
False Beam (0.10 x 0.25m x 20.50 ln.m.)
12mm.Ø x 6.00m Deformed Reinf. Steel Bar
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
b. Labor:
1 -Steelman
2 - Laborer
TOTAL COST OF REINFORCED STEEL WORKS
4. MASONRY WORKS
4.1. Laying of CHB (17.60 Sq. M.)
a. Material:
150mm x 200mm x 400mm CHB (LB)
100mm x 200mm x 400mm CHB (NLB)
Portland Cement
Washed Sand
10mm.Ø x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
Hacksaw Blade
b. Labor:
1 - Mason
1 - Laborer
4.2. Plastering Works (53.25 Sq.M.)
a. Material
Portland Cement
Fine Sand (For Plastering)
b. Labor:
1 - Mason
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1 - Laborer
TOTAL COST OF MASONRY WORKS
5. TILE WORKS (2.56 Sq. M.)
a. Material:
400mm x 400mm Granite Tiles
Tile Adhesive (25Kg/Bag)
Tile Grout (2 Kg./Pack)
4" Grinding Wheel
b. Labor:
1 - Mason
1 - Laborer
c. Equipment Rental:
1 - Unit Tile Cutter
1 - Angular Grinder
TOTAL COST OF TILE WORKS
6. FORM & SCAFFOLDING WORKS
a. Materials:
40 pcs. - 2" x 2" x 10" Coco Lumber
40 pcs. - 2" x 3" x 10" Coco Lumber
20 pcs. - 2" x 4" x 10" Coco Lumber
12mm Thk x 1.20 m x 2.40 m Ordinary Plywood
1-1/2" C.W. Nail
3" C.W. Nail
4" C.W. Nail
b. Labor:
1 - Carpenter
1 - Laborer
TOTAL COST OF FORM & SCAFFOLDING WORKS

7. CARPENTRY WORKS
7.1. Intallation of Pre-Fabricated of Doors & Windows:
a. Material:
Prefabricated - 0.60m x 2.10m Pannel Type Door, 50mm x 150mm Mahoga
& 38mm Thick Door Board w/ 50mm x 100mm Mahogany Wood Doo
Prefabricated - 0.70m x 1.165m 1-Pannel Window Jamb, 50mm x 150mm M
Chrome Heavy Duty Door Knob
Stainless Door Stopper
4" x 3" Loose Pin Hinges w/ Screw
4" C.W. Nail
b. Labor:
1 - Carpenter
1 - Laborer
7.2. Fabrication of Cabinet
a. Material:
Cabinet Handle (Chrome)
Cabinet Concealed Hinges w/ Screw
3 pcs. - 1" x 1" x 10' Mahogany Lumber
19mm Thk x 1.20m x 2.40m Plyboard
6mm Thk x 1.20m x 2.40m Plyboard
3" C.W. Nail
1" C.W. Finishing Nail
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b. Labor:
1 - Carpenter
1 - Laborer
TOTAL COST OF CARPENTRY WORKS
8. STEEL WORKS
a. Material:
10mm x 10mm x 6.00m M.S. Square Bar
12mm x 12mm x 6.00m M.S. Square Bar
6mm Thk x 50mm x 6.00m M.S. Flat Bar
Hacksaw Blade
6011 Welding Rod
Industrial Oxygen (Content)
Acetylene (Content)
b. Labor:
1 - Welder
1 - Laborer
c. Equipment Rental/Fuel:
1 - Unit Welding Machine w/ Cutting Outfit
1 - Unit Disk Grinder
4" Grinding Wheel
TOTAL COST OF STEEL WORKS

9 GLASS WORKS (LUMP SUM)
Supply & Installation of 5.5 mm Thk x 13 Blades x 0.60m width Smoke Gla
w/ Aluminum Holder
TOTAL DIRECT COST OF GLASS WORK (LUMP SUM)
10. PLUMBING WORKS
a. Materials:
50mmØ x 3.00m. PVC Sanitary Pipe Series 1000
50mmØ x 900 PVC Sanitary Elbow, Series 1000
50mmØ PVC Coupling, Series 1000
PVC Solvent Cement
100mm x 100mmStainless Floor Drain
b. Labors:
1 - Plumber
1 - Contractual Laborers
TOTAL DIRECT COST OF PLUMBING WORKS

11. WATERPROOFING WORKS (LUMP SUM)
Bituminous Membrane Polyester Reinforced Waterproofing
TOTAL DIRECT COST OF WATERPROOFING WORKS (LUMP S
12. PAINTING WORKS (48.00 Sq. M.)
a. Materials:
Concrete Neutralizer
Solvent Based Acrylic Paint Primer
Solvent Based Acrylic Cast
Solvent Based Acrylic Paint Top Coat White Gloss
Solvent Based Acrylic Paint Reducer
Body Filler w/ Hardener
#150 Sand Paper
#120 Sand Paper
Raw Sienna Tinting Color for Solvent Based Acrylic Paint
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Thalo Blue Tinting Color for Solvent Based Acrylic Paint
Lamp Black Tinting Color for Solvent Based Acrylic Paint
Steel Brush
3" Paint Brush
2" Paint Brush
b. Labors:
1 - Painter
1 - Laborer
TOTAL COST OF PAINTING WORKS
TOTAL COST OF CONSTRUCTION OF GUARD HOUSE
VI. CONSTRUCTION OF (2.73 SQ. MTR.) CHLORINE ROOM
1. CONCRETE & REINFORCED STEEL WORKS
a.Materials:
1.1 Wall
Portland Cement
Washed Sand
Gravel (G1)
10mmØ x 6.00m. Deformed Reinf. Steel Bar
12mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
1.2 Roof Slab
Portland Cement
Washed Sand
Gravel (G1)
Concrete Water Proofing Compound (900 g)
12mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
1.3 Floor Slab
Portland Cement
Washed Sand
Gravel (G1)
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
1.4. Door Lintel Beam
Portland Cement
Washed Sand
Gravel (G1)
12mmØ x 6.00m. Deformed Reinf. Steel Bar
10mmØ x 6.00m. Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
b. Labors:
1 - Mason
2 - Contractual Laborers
TOTAL COST OF CONCRETE & REINFORCED STEEL WORKS
2. MASONRY WORKS
a.Materials:
1. CHB Laying & Plastering Works
100mm x 200mm x 400mm CHB (NLB)
Portland Cement
Washed Sand
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Fine Sand (For Plastering)
10mm dia x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
b.Labor:
1 - Mason
1 - Contractual Laborers
TOTAL COST OF MASONRY WORKS

3. CARPENTRY WORKS
3.1 Installation of Pre-Fabricated PVC Door
a.Materials:
Pre-fabricated 800mm x 2100mm PVC Door w/ Jamb, Door Knob, H
Stainless Door Knob (Heavy Duty)
3.2. Forms & Scaffolding Works
a. Materials:
12mm Thk x 1.20m x 2.40m Ordinary Plywood
40 - pcs. 2" x 2" x 10' Coco Lumber
40 - pcs. 2" x 3" x 10' Coco Lumber
4" C.W. Nail
3" C.W. Nail
1-1/2" C.W. Nail
b.Labor:
1 - Carpenter
2 - Laborer
TOTAL COST OF CARPENTRY WORKS
4. PAINTING WORKS
a. Materials:
Solvent Based Acrylic Paint Primer
Solvent Based Acrylic Cast
Solvent Based Acrylic Top Coat White Gloss Paint
Solvent Based Acrylic Paint Reducer
Red Tinting Color for Solvent Based Acrylic Paint
Raw Sienna Tinting Color for Solvent Based Acrylic Paint
Thalo Blue Tinting Color for Solvent Based Acrylic Paint
Lamp Black Tinting Color for Solvent Based Acrylic Paint
3" Paint Brush
b. Labors:
1 - Painter
1 - Laborer
TOTAL COST OF PAINTING WORKS
5. WATER PROOFING WORKS (LUMP SUM)
TOTAL COST OF WATER PROOFING WORKS
TOTAL COST OF CHLORINE ROOM

VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYST
1. CATCH BASIN/MANHOLE
1.1. EXCAVATION WORKS
b. Labor:
1 - Skilled Worker
4 - Laborer
TOTAL COST OF EXCAVATION WORKS
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1.2. CONCRETE & REINFORCED STEEL WORKS
a. Materials:
Portland Cement
Washed Sand
Gravel (G1)
10mmØ x 6.00m Deformed Reinf. Steel Bar
#16 G.I. Tie Wire
b. Labor:
1 - Mason
1 - Laborer
TOTAL COST OF CONCRETE & REINFORCED STEEL WORKS
1.3. MASONRY WORKS
a. Materials:
100mm x 200mm x 400mm CHB (NLB)
Portland Cement
Washed Sand
Fine Sand (For Plastering)
b. Labor:
1 - Mason
1 - Laborer
TOTAL COST OF MASONRY WORKS
2. LAYING OF 200mm Ø & 300mmØ RCCP
a. Materials:
300mmØ x 1.0m RCCP
200mmØ x 1.0m RCCP
Portland Cement
Washed Sand
b. Labor:
1 - Mason
8 - Laborer
TOTAL COST OF LAYING OF 200mm Ø & 300mmØ RCCP

TOTAL COST OF CONSTRUCTION OF 300MM Ø RCCP DRAIN
VIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY
1. Concrete Walk Pad
a. Materials:
Portland Cement
Washed Sand
Gravel (G1)
10mmØ x 6.00m Def. Reinf. Steel Bar
#16 G.I. Tie-wire
Hacksaw Blade
2. 150mm Thk Concrete Driveway (106 Sq.M.)
a. Materials:
Portland Cement
Washed Sand
Gravel (G1)
Item 201 (Aggregates Base Course)
Item 200 (Aggregates Sub-Base Course)
8 pcs. - 1" x 6" x 8' Coco Lumber
40 pcs. - 2" x 2" x 8' Coco Lumber
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4" C.W. Nail
3" C.W. Nail
b. Labor:
2 - Skilled Workers
8 - Laborer

c. Equipment Rental/Fuel:
1 - Unit Concrete Vibrator
1 - Unit One - Bagger Mixer
TOTAL COST OF CONSTRUCTION OF CONCRETE CATWALK/D
IX. CONSTRUCTION OF 59.00 LN.M. RIPRAP
1. Layout & Excavation Works:
a. Labor:
2 - Skilled Workers
8 - Laborer
2. Masonry Works:
a. Materials:
150mmØ Boulder
Portland Cement
Washed Sand
12mmØ x 6.00m Def. Reinf. Steel Bar
#16 G.I. Tie-wire
Hacksaw Blade
75mmØ x 3.00m Sanitary Pipe Series-1000
b. Labor:
4 - Skilled Workers
8 - Laborer
c. Equipment Rental/Fuel:
1 - Unit Concrete Vibrator
1 - Unit One - Bagger Mixer
TOTAL COST OF CONSTRUCTION OF 59.00 LN.M. RIPRAP
X. LANDSCAPING WORKS
a. Materials:
Garden Soil
Carabao Grass
b. Labor:
2 - Skilled Workers
2 - Laborer
c. Equipment Rental:
1 - Unit Compact Hand Roller
TOTAL COST OF LANDSCAPING WORKS
XI. ELECTRICAL WORKS
TOTAL NUMBER OF OUTLETS:
1. MOBILIZATION/DEMOBILIZATION

2. SUPPLY, TESTING & INSTALLATION OF KW-HR METER, RACEW
a. Material
Kiliwatthour Meter (Digital), 250 Volts, Single Phase, Assembly,
GE Class 200, 5 jaw, complete w/ Rectangular Base
Testing/Calibration FEE
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25mmØ Entrance Cap
25mmØ x 3m RSC Conduit Pipe
25mmØ RSC Male Adaptor
25mmØ Locknut
25mmØ Conduit Pipe Clamp
Single Wire, Secondary Rack w/ Spool Insulator
b. Labor:
1 - Skilled Worker
1 - Laborer
Direct Cost

3. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPE
a. Material
60 Amperes Main Circuit Breaker, Single Phase, 250 Volts, Panel Bo
enclosed in Powder Coated Finished Panel Box
with 5 Single Phase Branches of:
1 sets - 15 Amps. Branch
4 sets - 20 Amps. Branch
8.0mm2 THW Stranded Wire
3.5mm2 TW Stranded Wire
2.0mm2 TW Stranded Wire
25mmØ Entrance Cap
25mmØ x 3m PVC Conduit Pipe
25mmØ x 90o PVC Long Sweep Elbow
25mmØ PVC Male Adaptor
25mmØ Locknut
20mmØ Flexible Conduit
20mmØ x 3m PVC Conduit Pipe
20mmØ x 90o PVC Long Sweep Elbow
20mmØ PVC Male Adaptor
20mmØ PVC Coupling
20mmØ Locknut
Single Wire, Secondary Rack w/ Spool Insulator
Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with
23 Watts 3U CFL with Capsule
18" Ceiling Orbit Fan, Industrial Type
Switch 1-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Ceiling Socket with screw
Duplex Convenience Outlet w/ plate (flush type)
Duplex Convenience Outlet w/ plate - weatherproof (flush type)
2" x 4" x 2" PVC Utility Box ( H.D.)
4" x 4" PVC Junction Box ( H.D.) w/ Cover
#16 G.I. Tie Wire
PVC Solvent Cement
1/4" Camridge / Mica Tube
0.8mm x 19mm x 8m Polytype Electrical Tape
0.8mm x 19mm x 8m Rubber Tape
b. Labor
1 - Skilled Worker
1 - Laborer
Direct Cost

4. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR GUA
a. Material
35W E27 CFL Weather Proof Street Light
3.5mm2 TW Stranded Wire
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20mmØ Flexible Conduit
20mmØ x 3m PVC Conduit Pipe
20mmØ x 90o PVC Long Sweep Elbow
20mmØ PVC Male Adaptor
20mmØ PVC Coupling
20mmØ Locknut
Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with
23 Watts 3U CFL with Capsule
23 Watts PAR 38 Floodlight CFL bulb with Par Lamp Holder
Switch 1-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Switch 3-Gang w/ plate (flush type), w/ Led Set, 10A, 250V
Ceiling Socket with screw
Duplex Convenience Outlet w/ plate (flush type)
2" x 4" x 2" PVC Utility Box ( H.D.)
4" x 4" PVC Junction Box ( H.D.) w/ Cover
#16 G.I. Tie Wire
PVC Solvent Cement
1/4" Camridge / Mica Tube
0.8mm x 19mm x 8m Polytype Electrical Tape
0.8mm x 19mm x 8m Rubber Tape
b. Labor
1 - Skilled Worker
1 - Laborer
Direct Cost

5. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR SIG
a. Material
3.5mm2 TW Stranded Wire
20mmØ x 3m PVC Conduit Pipe
20mmØ x 90o PVC Long Sweep Elbow
20mmØ PVC Male Adaptor
20mmØ PVC Coupling
20mmØ Locknut
Perimeter post lamp with cage, globe type, (250mmx250mm)
complete assembly with 23 watts Capsulated CFL
4" x 4" PVC Junction Box ( H.D.) w/ Cover
#16 G.I. Tie Wire
PVC Solvent Cement
1/4" Camridge / Mica Tube
0.8mm x 19mm x 8m Polytype Electrical Tape
0.8mm x 19mm x 8m Rubber Tape
b. Labor
1 - Skilled Worker
1 - Laborer
Direct Cost
TOTAL COST OF ELECTRICAL WORKS

Sizing Requirements:
*All sizes referred herein for ordinary plywood should mean c

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S U

A. NON ENGINEERING BASIC COST
I. MATERIAL TESTING
II. BUILDING PERMIT FEE
III. CONST. OF TWO (2.00) UNITS TEMPORARY FACILITY
IV. SUPERVISION

1. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT SITIO
I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL
II. CONSTRUCTION OF 300.00 CU.M. GROUND TANK
1. CLEARING/ LAYOUT & EXCAVATION WORKS (262.00 Cu.M.)
2. SCAFFOLDING & FORM WORKS
3. CONCRETE WORKS (148.20 Cu.M.)
4. REINFORCED STEEL WORKS (23,329.60 KGS.)
5. MASONRY WORKS (762.00 Sq.M.)
6. STEEL WORKS
7. DISINFECTION/LEAKAGE TEST & GROUTING LEAK
8. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL
9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW METER
10. PAINTING WORKS (223.00 Sq.M.)
11. WATER PROOFING WORKS FOR TOP SLAB
12. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR
III. CONST. OF CONCRETE PERIMETER FENCE
1. CLEARING/LAYOUTING & EXCAVATION WORKS
2. CONCRETING WORKS (14.80 Cu.M.)
3. REINFORCED STEEL WORKS (1,940.10 KGS.)
4. MASONRY WORKS:
5. FORMS & SCAFFOLDING WORKS:
6. STEEL WORKS:
7. PAINTING WORKS
8. SIGNAGE WITH STAND & FRAME
IV. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM
1. EXCAVATION WORKS (3.98 Cu.M.)
2. CONCRETE WORKS (8.50 Cu M.)
3. REINFORCED STEEL WORKS (1,093.10 KGS.)
4. MASONRY WORKS
5. CARPENTRY WORKS
6. SCAFFOLDING & FORM WORKS
7. PLUMBING WORKS
8. GLASS WORKS (LUMP SUM)
9. STEEL WORKS (WINDOW GRILLES)
10. WATER PROOFING WORKS (LUMP SUM)
11. PAINTING WORKS (120.00 Sq. M.)
12. CONSTRUCTION OF SEPTIC VAULT (SEALED)
V. CONSTRUCTION OF GUARD HOUSE (2.89 SQ. M.)
1. EXCAVATION WORKS (1.60 CU.M.)
2. CONCRETE WORKS (3.00 Cu.M.)
3. REINFORCED STEEL WORKS ( 660.00 KGS.)
4. MASONRY WORKS
5. TILE WORKS (2.56 Sq. M.)
6. FORM & SCAFFOLDING WORKS
7. CARPENTRY WORKS
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8. STEEL WORKS
9 GLASS WORKS (LUMP SUM)
10. PLUMBING WORKS
11. WATERPROOFING WORKS (LUMP SUM)
12. PAINTING WORKS (48.00 Sq. M.)
VI. CONSTRUCTION OF (2.73 SQ. MTR.) CHLORINE ROOM
1. CONCRETE & REINFORCED STEEL WORKS
2. MASONRY WORKS
3. CARPENTRY WORKS
4. PAINTING WORKS

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5. WATER PROOFING WORKS (LUMP SUM)

VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYST
VIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY
IX. LANDSCAPING WORKS
X. ELECTRICAL WORKS

2. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT BALU
I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL
II. CONSTRUCTION OF 300.00 CU.M. GROUND TANK
1. CLEARING & EXCAVATION WORKS (262.00 Cu.M.)
2. SCAFFOLDING & FORM WORKS
3. CONCRETE WORKS (148.20 Cu.M.)
4. REINFORCED STEEL WORKS (23,329.60 KGS.)
5. MASONRY WORKS (762.00 Sq.M.)
6. STEEL WORKS
7. DISINFECTION/LEAKAGE TEST & GROUTING LEAK
8. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL
9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW METER
10. PAINTING WORKS (223.00 Sq.M.)
11. WATER PROOFING WORKS FOR TOP SLAB
12. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR
III. CONST. OF CONCRETE PERIMETER FENCE
1. CLEARING/LAYOUTING & EXCAVATION WORKS
2. CONCRETING WORKS (14.80 Cu.M.)
3. REINFORCED STEEL WORKS (1,940.10 KGS.)
4. MASONRY WORKS:
5. FORMS & SCAFFOLDING WORKS:
6. STEEL WORKS:
7. PAINTING WORKS
8. SIGNAGE WITH STAND & FRAME
IV. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM
1. EXCAVATION WORKS (3.98 Cu.M.)
2. CONCRETE WORKS (8.50 Cu M.)
3. REINFORCED STEEL WORKS (1,093.10 KGS.)
4. MASONRY WORKS
5. CARPENTRY WORKS
6. SCAFFOLDING & FORM WORKS
7. PLUMBING WORKS
8. GLASS WORKS (LUMP SUM)
9. STEEL WORKS (WINDOW GRILLES)
10. WATER PROOFING WORKS (LUMP SUM)
11. PAINTING WORKS (120.00 Sq. M.)
12. CONSTRUCTION OF SEPTIC VAULT (SEALED)
V. CONSTRUCTION OF GUARD HOUSE (2.89 SQ. M.)
1. EXCAVATION WORKS (1.60 CU.M.)
2. CONCRETE WORKS (3.00 Cu.M.)
3. REINFORCED STEEL WORKS ( 660.00 KGS.)
4. MASONRY WORKS
5. TILE WORKS (2.56 Sq. M.)
6. FORM & SCAFFOLDING WORKS
7. CARPENTRY WORKS
8. STEEL WORKS
9 GLASS WORKS (LUMP SUM)
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10. PLUMBING WORKS
11. WATERPROOFING WORKS (LUMP SUM)
12. PAINTING WORKS (48.00 Sq. M.)
VI. CONSTRUCTION OF (2.73 SQ. MTR.) CHLORINE ROOM
1. CONCRETE & REINFORCED STEEL WORKS
2. MASONRY WORKS
3. CARPENTRY WORKS
4. PAINTING WORKS
5. WATER PROOFING WORKS (LUMP SUM)

VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYST
VIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY
IX. CONSTRUCTION OF 59.00 LN.M. RIPRAP
X. LANDSCAPING WORKS
XI. ELECTRICAL WORKS
DIRECT COST
OCM
CONTRACTOR'S PROFIT (10%)
VAT (12%)
TOTAL PROJECT COST

Prepared by:

EDITO M. BAUTISTA, JR.
Senior Engineer A (C.E.)

ARIANN D. GODINEZ
J.O. - Senior Engineer A (E.E.)

MARK BENEDICT C. REYES
J.O. - Senior Engineer A (M.E.)

Approved by:

EFREN C. SALVACION
Division Manager C
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Planning & Design Section

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Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City

NITS - THREE HUNDRED (300.00) CUBIC RESERVOIR TANK AT SITIO BANDERA, BRGY. DULIAN & AT BRY. BALUNO
es, Baluno, Capisan, Malagutay, San Roque, Calarian, Cawit, Sinunuc & Maasin
Dulian & Brgy. Baluno, Zamboanga City

G BASIC COST

RMIT FEE
WO (2.00) UNITS TEMPORARY FACILITY

SIC COST

OF 300 CU.M. GROUND RESERVOIR AT SITIO BANDERA, DULIAN, Z.C.

/DEMOBILIZATION/HAULING OF MATERIAL
ON OF 300.00 CU.M. GROUND TANK
LAYOUT & EXCAVATION WORKS (262.00 Cu.M.)
NG & FORM WORKS
WORKS (148.20 Cu.M.)
D STEEL WORKS (23,329.60 KGS.)
ORKS (762.00 Sq.M.)

ON/LEAKAGE TEST & GROUTING LEAK
ST. OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES
STALLATION OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX
WORKS (223.00 Sq.M.)
OOFING WORKS FOR TOP SLAB
NST. OF 40GPD HYPOCHLORINATOR
ONCRETE PERIMETER FENCE
AYOUTING & EXCAVATION WORKS
G WORKS (14.80 Cu.M.)
D STEEL WORKS (1,940.10 KGS.)

CAFFOLDING WORKS:

ON OF (12.40 SQ. MTR.) OPERATOR'S ROOM
N WORKS (3.98 Cu.M.)
WORKS (8.50 Cu M.)
D STEEL WORKS (1,093.10 KGS.)

NG & FORM WORKS

KS (LUMP SUM)
KS (WINDOW GRILLES)
OOFING WORKS (LUMP SUM)
WORKS (120.00 Sq. M.)
TION OF SEPTIC VAULT (SEALED)
N OF GUARD HOUSE (2.89 SQ. M.)
N WORKS (1.60 CU.M.)
WORKS (3.00 Cu.M.)
D STEEL WORKS ( 660.00 KGS.)

(2.56 Sq. M.)
AFFOLDING WORKS
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S (LUMP SUM)

OFING WORKS (LUMP SUM)
WORKS (48.00 Sq. M.)
ON OF (2.73 SQ. MTR.) CHLORINE ROOM
& REINFORCED STEEL WORKS

OFING WORKS (LUMP SUM)
ON OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYSTEM
ION OF CONCRETE CATWALK/DRIVE WAY
G WORKS

OF 300 CU.M. GROUND RESERVOIR AT BALUNO, Z.C.

/DEMOBILIZATION/HAULING OF MATERIAL
ON OF 300.00 CU.M. GROUND TANK
& EXCAVATION WORKS (262.00 Cu.M.)
NG & FORM WORKS
WORKS (148.20 Cu.M.)
D STEEL WORKS (23,329.60 KGS.)
ORKS (762.00 Sq.M.)

ON/LEAKAGE TEST & GROUTING LEAK
ST. OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES
STALLATION OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX
WORKS (223.00 Sq.M.)
OOFING WORKS FOR TOP SLAB
NST. OF 40GPD HYPOCHLORINATOR
NCRETE PERIMETER FENCE
AYOUTING & EXCAVATION WORKS
G WORKS (14.80 Cu.M.)
D STEEL WORKS (1,940.10 KGS.)

CAFFOLDING WORKS:

TH STAND & FRAME
N OF (12.40 SQ. MTR.) OPERATOR'S ROOM
N WORKS (3.98 Cu.M.)
WORKS (8.50 Cu M.)
D STEEL WORKS (1,093.10 KGS.)

NG & FORM WORKS

KS (LUMP SUM)
KS (WINDOW GRILLES)
OOFING WORKS (LUMP SUM)
WORKS (120.00 Sq. M.)
TION OF SEPTIC VAULT (SEALED)
OF GUARD HOUSE (2.89 SQ. M.)
N WORKS (1.60 CU.M.)
WORKS (3.00 Cu.M.)
D STEEL WORKS ( 660.00 KGS.)

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(2.56 Sq. M.)
AFFOLDING WORKS

S (LUMP SUM)

OFING WORKS (LUMP SUM)
WORKS (48.00 Sq. M.)
N OF (2.73 SQ. MTR.) CHLORINE ROOM
& REINFORCED STEEL WORKS

OFING WORKS (LUMP SUM)
ON OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYSTEM
ON OF CONCRETE CATWALK/DRIVE WAY

Php

21,413,665.80

(Quality Test for each size)
4
4
4
4
4

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tests
tests
tests
tests
tests

600.00
600.00
600.00
600.00
600.00

Dumalon W.S. Reservoir Tank_Fin

k (Compressive Strength & Moisture Content)
k (Compressive Strength & Moisture Content)

4
4
4
4
4

tests
tests
tests
tests
tests

1,800.00
1,500.00
1,500.00
400.00
400.00

10
10
8
8

tests
tests
tests
tests

250.00
250.00
250.00
250.00

TESTING
2 lot

15,000.00

PERMIT FEE

TS TEMPORARY FACILITY
133
180
133
20
24
1
1
1
1

Ordinary Plywood
rugated G.I. Roofing Sheets

bd.ft.
bd.ft.
bd.ft.
shts.
shts.
kg.
kg.
kg.
kg.

20.00
20.00
20.00
975.00
221.00
70.00
65.00
70.00
70.00

2 days
2 days

366.00
317.00

240 days

524.00

CTION OF TEMP. FACILITY

GROUND RESERVOIR AT SITIO BANDERA, DULIAN, Z.C.
TION/HAULING OF MATERIAL
LIZATION

Operator & Fuel)
ILIZATION/DEMOBILIZATION/HAULING OF MATERIAL

1 lot

50,000.00

30 days

317.00

30 days

9,600.00

5 days

366.00

CU.M. GROUND TANK
XCAVATION WORKS (262.00 Cu.M.)

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& Operator)

5 days
2 days
2 days

erator & Fuel)
AVATION WORKS

2667
3000
2667
140
50
40

40m. Ordinary Plywood

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396 of 545

bd.ft.
bd.ft.
bd.ft.
shts.
kgs.
kgs.

8,000.00
600.00
2,000.00

20.00
20.00
20.00
975.00
70.00
70.00

Dumalon W.S. Reservoir Tank_Fin

30 kgs.

65.00

30 days
30 days

366.00
317.00

FFOLDING & FORM WORKS

.20 Cu.M.)

mm Thk x 105.00 Sq.M.)
48 bags
4.5 cu.m.

245.00
1,000.00

Compound (900g)

30
1.25
2
1.5
30

bags
cu.m.
cu.m.
cu.m.
packs

245.00
1,000.00
1,000.00
1,000.00
30.00

Compound (900g)

48
2
3.25
2.5
48

bags
cu.m.
cu.m.
cu.m.
packs

245.00
1,000.00
1,000.00
1,000.00
30.00

3
0.125
0.25
0.25

bags
cu.m.
cu.m.
cu.m.

245.00
1,000.00
1,000.00
850.00

Compound (900g)

30
1.25
2
30
30

bags
cu.m.
cu.m.
packs
packs

245.00
1,000.00
1,000.00
35.00
30.00

Compound (900g)

50
2.25
3.25
50
50

bags
cu.m.
cu.m.
packs
packs

245.00
1,000.00
1,000.00
35.00
30.00

3 bags
0.125 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

19
0.75
1.25
19
19

Compound (900g)
Pricelist as of February 2013

397 of 545

bags
cu.m.
cu.m.
packs
packs

245.00
1,000.00
1,000.00
35.00
30.00

Dumalon W.S. Reservoir Tank_Fin

& RCB3)
17
0.75
1.25
17

bags
cu.m.
cu.m.
packs

245.00
1,000.00
1,000.00
35.00

163
7
10.75
163
163

bags
cu.m.
cu.m.
packs
packs

245.00
1,000.00
1,000.00
35.00
30.00

Compound (900g)

30
131
5.75
8.5
131
131

cu.m.
bags
cu.m.
cu.m.
packs
packs

1,000.00
245.00
1,000.00
1,000.00
35.00
30.00

Compound (900g)

155
7
10.25
155
155

bags
cu.m.
cu.m.
packs
packs

245.00
1,000.00
1,000.00
35.00
30.00

20 bags
0.75 cu.m.
1.25 cu.m.

245.00
1,000.00
1,000.00

Compound (900g)

nd Tank Bottom Slab Envelope)

Pricelist as of February 2013

398 of 545

Dumalon W.S. Reservoir Tank_Fin

Compound (900g)

Compound (900g)

576
25.5
38
576
576
200

bags
cu.m.
cu.m.
packs
packs
ln.mtr.

245.00
1,000.00
1,000.00
30.00
35.00
380.00

21
0.75
1.25
18

bags
cu.m.
cu.m.
packs

245.00
1,000.00
1,000.00
30.00

32 days
32 days

366.00
317.00

16 days
32 days
32 days

600.00
1,500.00
1,000.00

ed Reinf. Steel Bar

40 pcs.
3 kgs.

1,045.00
75.00

ed Reinf. Steel Bar

28 pcs.
2 kgs.

1,045.00
75.00

ed Reinf. Steel Bar

2 pcs.
1 kg.

480.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar

14 pcs.
24 pcs.
3 kgs.

1,045.00
190.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar

48 pcs.
75 pcs.
11 kgs.

1,045.00
190.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar

48 pcs.
56 pcs.
8 kgs.

1,045.00
190.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar

2 pcs.
2 pcs.
1 kg.

480.00
165.00
75.00

xer (w/ Fuel)

CRETE WORKS

RKS (23,329.60 KGS.)

Pricelist as of February 2013

399 of 545

Dumalon W.S. Reservoir Tank_Fin

ed Reinf. Steel Bar
ed Reinf. Steel Bar

44 pcs.
46 pcs.
8 kgs.

1,045.00
682.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar
ed Reinf. Steel Bar

5
156
70
35

pcs.
pcs.
pcs.
kgs.

682.00
550.00
480.00
75.00

ed Reinf. Steel Bar

210 pcs.
35 kgs.

270.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar
ed Reinf. Steel Bar

26
9
53
4

pcs.
pcs.
pcs.
kgs.

480.00
270.00
190.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar

18 pcs.
19 pcs.
4 kgs.

682.00
190.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar

8 pcs.
10 pcs.
2 kgs.

682.00
190.00
75.00

Pricelist as of February 2013

400 of 545

Dumalon W.S. Reservoir Tank_Fin

ed
ed
ed
ed
ed

Reinf.
Reinf.
Reinf.
Reinf.
Reinf.

Steel
Steel
Steel
Steel
Steel

Bar
Bar
Bar
Bar
Bar

301
175
365
26
26
35

pcs.
pcs.
pcs.
pcs.
pcs.
kgs.

1,045.00
682.00
480.00
320.00
270.00
75.00

ound Bars
ed Reinf. Steel Bar
ed Reinf. Steel Bar

1
3
24
3
80

pc.
pcs.
pcs.
kgs.
pcs.

190.00
480.00
270.00
65.00
75.00

38 days
38 days

366.00
317.00

38 days
38 days

300.00
300.00

NFORCED STEEL WORKS

00 Sq.M.)
90 bags
8.75 cu.m.
22 days
22 days

245.00
1,400.00
366.00
317.00

ONRY WORKS

adder (3- Units)
m Stainless Steel Flat Bar
mm x 6.00m Stainless Angle Bar
ess Steel L-Type Anchor Bolt w/ Nuts & Washers
s Plain Round Bar
. 16 Stainless Plain Sheet
in Round Bar

(ASTM A-53 90A Heavy Gauge Standard)
MS Square Bar

m MS Flat Bar
n Round Bar
mm x 6.0m MS Angle Bar
ess Steel (L-Type) Bolt w/ Nut & Washer
Pricelist as of February 2013

401 of 545

4
2
18
4
2
1
8
10
5

pcs.
pcs.
pcs.
pcs.
shts.
pc.
pcs.
kgs.
kgs.

9,000.00
16,000.00
150.00
12,400.00
3,800.00
190.00
65.00
160.00
580.00

14
50
20
20
30

pcs.
pcs.
pcs.
kgs.
pcs.

1,720.00
781.00
65.00
160.00
65.00

1
1
1
6

pc.
pc.
pc.
pcs.

880.00
495.00
1,500.00
150.00

Dumalon W.S. Reservoir Tank_Fin

4 pcs.
2 kgs.

65.00
160.00

30 days
30 days

394.00
317.00

30 days
30 days
4 pcs.

2,200.00
400.00
180.00

25 kgs.
40 gals.

280.00
1,300.00

EL WORKS

E TEST & GROUTING LEAK

Pricelist as of February 2013

402 of 545

Dumalon W.S. Reservoir Tank_Fin

6 days
6 days

366.00
317.00

2 units

342,600.00

NFECTION & LEAKAGE TEST

E VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES

ential Float Control Valve
150mmØ Differential Float Controlled Valve, F/F

lled by a differential float-operated, maximum differential level of 4.00 meters,
als to 40.00 LPS
ntrolled valve will be installed below the water level, constructed with concrete valve box
aulically operated, diaphragm actuated,
ension meets ISO 57529S-10 Standard, Flanged end Connection in Accordance w/ ANSI
ng of PN16 (230 psi)

pe Flexible Coupling, (G.I.-B.I.)
pe Flexible Coupling, (G.I.-PVC)

2
2
4
32

or Bolts w/ Nuts & Washer

pcs.
pcs.
kgs.
pcs.

5,500.00
5,500.00
75.00
125.00

concrete valve box
26
1.25
2.5
46
5
1
1
10
1
2
6
133
200
267
2
2
1
12
3

med Reinf. Steel Bar

ess Steel Round Bar (Type 304)
ain Round Bar
lain Round Bar
pe ASTM A53-90A Heavy Gauge Standard
mm x 6.00m MS Angle Bar
40m Ordinary Plywood
co Lumber
co Lumber
co Lumber

bags
cu.m.
cu.m.
pcs.
kgs.
pc.
pc.
pcs.
pc.
pcs.
shts.
bd.ft.
bd.ft.
bd.ft.
kgs.
kgs.
kg.
pcs.
kgs.

8 days
8 days
8 days

. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 125
/P, Flange End In Accordance w/ ANSI B16.1 Class 125
pe Flexible Coupling (PVC-CI)
ange in Accordance w/ AWWA C207 Class D-Std.
ss Steel (Type 304) Bolt w/ Nut & Washer

Pricelist as of February 2013

403 of 545

1
2
2
1
24
3

245.00
1,000.00
1,000.00
480.00
75.00
12,500.00
160.00
495.00
1,800.00
1,500.00
975.00
20.00
20.00
20.00
70.00
70.00
65.00
65.00
160.00
366.00
341.00
317.00

pc.
pcs.
pcs.
pc.
pcs.
kgs.
Dumalon W.S. Reservoir Tank_Fin

. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 125
/P, Flange End In Accordance w/ ANSI B16.1 Class 125
pe Flexible Coupling (PVC-CI)
ss Steel (Type 304) Bolt w/ Nut & Washer

1
3
3
24
3

pc.
pcs.
pcs.
pcs.
kgs.

d, Class 150, B/S, w/ R.R.

4 pcs.

Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125
/P, Flange End In Accordance w/ ANSI B16.1 Class 125
pe Flexible Coupling (PVC-CI)
pe Flexible Coupling (CI-BI)
pe, (ASTM A53-90A Heavy Gauge Standard)
nge (see Plans for Shop Drawing)

2
4
2
2
1
2
4

d, Class 150, B/S, w/ R.R.

4 pcs.

d, Class 150, B/S, w/ R.R.

4 pcs.

Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125

Pipe Class 150, B/S, w/ R.R.

Tee, M/M

ipe, ASTM A53-90A Heavy Gauge Std.
w, ANSI B16.3 Class 150 Std.
ANSI B16.3 Class 150 Std.

1
1
6
4
3
12

pcs.
pcs.
pcs.
pcs.
pc.
pcs.
kgs.

pc.
ps.
pcs.
pcs.
pcs.
sq.m.

7,940.00
950.00
1,600.00
950.00
4,300.00
200.00

1 pc.
4 pcs.
2 pcs.

4,800.00
870.00
540.00

4 days
4 days

341.00
317.00

E VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES

N OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX

l Bore Electromagnetic Flowmeter F/F w/ 2-Units Steel Flange

2 units

286,000.00

etic Flowmeter, ANSI 16.5, Class-150,
tter accuracy of 0.40% of rate, with highly
measurements, battery powered, with internal
years maintenance free battery life.
mating flanges and the desired stainless steel
h rubber gaskets. Unit is remote-type with
d with integrated GSM Data Logger
nal converter) which records/logs the flow &
ible with the sensor EM Flowmeter
Pricelist as of February 2013

404 of 545

Dumalon W.S. Reservoir Tank_Fin

l programmable between 1 second
r & Logger housing is fully water proofed (IP68).
motely using a standard GSM mobile phone
e to the host computer provided with a
e which can monitor multiple data loggers.
h Wet Calibration Certificate per unit upon delivery.
lowing accessories:
w input cable with pvc conduit up to the pump house,
le, Windows-based configuration software for PC's,
plitter cable (50 meters), 50 meters hose for pressure
uick fit connection).
entation & Training of personnel

pe Flexible Coupling, (G.I.-PVC)
/P, Flange End In Accordance w/ ANSI B16.1 Class 125

or Bolts w/ Nuts & Washer

2
2
5
16

pcs.
pcs.
kgs.
pcs.

3,915.00
2,541.00
75.00
95.00

rete Valve Box
28
1.25
2.5
44
5
1
1
2
1
1
8
200
200
267
2
2
1
6
2

med Reinf. Steel Bar

ess Steel Round Bar (Type 304)
ain Round Bar
lain Round Bar
pe ASTM A53-90A Heavy Gauge Standard
mm x 6.00m MS Angle Bar
40m Ordinary Plywood
co Lumber
co Lumber
co Lumber

bags
cu.m.
cu.m.
pcs.
kgs.
pc.
pc.
pcs.
pc.
pc.
shts.
bd.ft.
bd.ft.
bd.ft.
kgs.
kgs.
kg.
pcs.
kgs.

6 days
6 days
6 days
PLY & INSTALLATION OF 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX

245.00
1,000.00
1,000.00
480.00
75.00
12,500.00
160.00
495.00
1,800.00
1,500.00
975.00
20.00
20.00
20.00
70.00
70.00
65.00
65.00
160.00
366.00
341.00
317.00

.00 Sq.M.)
6
10
10
20
6
8
2
2
2
2
6
2

aint Primer

aint Top Coat White Gloss
aint Reducer

lvent Based Acrylic Paint
or for Solvent Based Acrylic Paint
r for Solvent Based Acrylic Paint
Pricelist as of February 2013

405 of 545

gals.
gals.
gals.
gals.
gals.
gals.
gals.
doz.
doz.
pints
pints
pints

320.00
1,050.00
500.00
1,050.00
420.00
250.00
640.00
150.00
150.00
105.00
105.00
105.00

Dumalon W.S. Reservoir Tank_Fin

or for Solvent Based Acrylic Paint

Pricelist as of February 2013

2
2
2
1
2
2
1

406 of 545

pints
gals.
gals.
gal.
sets
pcs.
pc.

105.00
570.00
620.00
360.00
45.00
20.00
25.00

Dumalon W.S. Reservoir Tank_Fin

15 days
15 days

366.00
317.00

TING WORKS

RKS FOR TOP SLAB
inous Membrane Polyester Reinforced Waterproofing
ER PROOFING WORKS FOR TOP SLAB

37.7 sq.m.

GPD HYPOCHLORINATOR
uty Hypochlorinator with 100 liters Solution Tank
designed to deliver 40 GPD(max) vs. 125 psig,
ype and oil bathed gear assembly, driven by
gle phase, 60 Hz. With complete standard

1 unit

1,000.00

90,000.00

ear PVC, 7/16"OD
P.E., 1/2" OD
& Injection Fittings

tion Fittings:
g, ANSI B16.3 Class 150
I. Nipple, ASTM A53-90A Heavy Gauge Std.
NSI B16.3 Class 150
g, ANSI B16.3 Class 150
G.I. Bushing, ANSI B16.3 Class 150
NSI B16.3 Class 150

6.3 Class 150
SI B16.3 Class 150
ple, ASTM A53-90A Heavy Gauge Std.
ing, ANSI B16.3 Class 150
6.3 Class 150

Gauge (0-150 psi)

ks of B.I. Discharge Pipes, installation of Appurtenances,
Gauge assy. and provision for Chlorinator Injection Fittings.
PLY & INST. OF 40GPD HYPOCHLORINATOR W/ COMPLETE ACCESSORIES

1
1
1
1
1
1

pc.
pc.
pc.
pc.
pc.
pc.

52.00
91.00
63.00
11.00
11.00
6.00

2
2
2
2
2
2
2

pc.
pc.
pc.
pc.
pc.
pc.
pc.

11.00
9.00
15.00
10.00
13.00
130.00
2,000.00

1 l.s.

18,922.00

F THREE HUNDRED 300.00 CU.M. CONCRETE GROUND TANK

5,074,947

IMETER FENCE
& EXCAVATION WORKS
2 rolls
40 mtrs

300.00
25.00

3 days
3 days

366.00
317.00

19 bags

245.00

AVATION WORKS

4.80 Cu.M.)

Pricelist as of February 2013

407 of 545

Dumalon W.S. Reservoir Tank_Fin

1 cu.m.
2 cu.m.
1 cu.m.
21
1
2
2

Pricelist as of February 2013

408 of 545

1,000.00
1,000.00
1,000.00

bags
cu.m.
cu.m.
cu.m.

245.00
1,000.00
1,000.00
1,000.00

25 bags
1.25 cu.m.
2.5 cu.m.

230.00
1,000.00
1,000.00

35 bags
1.75 cu.m.
3.5 cu.m.

230.00
1,000.00
1,000.00

Dumalon W.S. Reservoir Tank_Fin

23 bags
1.125 cu.m.
2.25 cu.m.

230.00
1,000.00
1,000.00

16 bags
0.75 cu.m.
1.5 cu.m.

230.00
1,000.00
1,000.00

6 days
6 days

366.00
317.00

6 days
6 days
120 ltrs.

1,500.00
800.00
60.00

inforcing Steel Bars

14 pcs.
2 kgs.
4 pcs.

480.00
65.00
65.00

inforcing Steel Bars

24 pcs.
3 kgs.
6 pcs.

480.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

28
40
7
6

pcs.
pcs.
kgs.
pcs.

450.00
165.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

56
78
18
8

pcs.
pcs.
kgs.
pcs.

480.00
190.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

20
19
5
6

pcs.
pcs.
kgs.
pcs.

270.00
190.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

40
24
9
12

pcs.
pcs.
kgs.
pcs.

270.00
190.00
65.00
65.00

15 days
15 days

366.00
317.00

& Lubricants:

CRETE WORKS

RKS (1,940.10 KGS.)

Pricelist as of February 2013

409 of 545

Dumalon W.S. Reservoir Tank_Fin

15 days
15 days

300.00
300.00

OF REBAR WORKS

110
5
3
893
143
25
4
6

ollow Blocks (NLB)
ollow Blocks (LB)
inforcing Steel Bars

bags
cu.m.
cu.m.
pcs.
pcs.
pcs.
kgs.
pcs.

14 days
14 days

245.00
1,000.00
1,400.00
17.00
24.00
190.00
65.00
65.00
366.00
317.00

ONRY WORKS

Pricelist as of February 2013

410 of 545

Dumalon W.S. Reservoir Tank_Fin

WORKS:

0m Ordinary Plywood

16
400
400
333
8
6
5

shts.
bd.ft.
bd.ft.
bd.ft.
kgs.
kgs.
kgs.

15 days
15 days

975.00
20.00
20.00
20.00
70.00
70.00
65.00
366.00
317.00

MS & SCAFFOLDING WORKS:

. (ASTM A53 90A-Heavy Gauge Standard)
m M.S. Flat Bar
M.S. Square Bar
m x 2.40m B.I. Steel Matting

16
16
76
25
15
30

pcs.
pcs.
pcs.
pcs.
kgs.
pcs.

1,720.00
880.00
270.00
1,400.00
160.00
65.00

20 days
20 days

366.00
317.00

20 days
20 days
4 pcs.

2,200.00
300.00
180.00

4
10
20
7
4
4
2
2
8
2
2
2
2
2
2
2
3
3

gals.
gals.
gals.
gals.
gals.
gals.
gals.
pints
pints
pints
pints
doz.
doz.
sets
pcs.
pcs.
pcs.
pcs.

320.00
1,050.00
1,050.00
420.00
570.00
620.00
360.00
105.00
105.00
105.00
105.00
150.00
150.00
45.00
15.00
20.00
40.00
25.00

12 days
12 days

317.00
317.00

EL WORKS:

aint Primer
aint Top Coat (White Gloss)

lvent Based Acrylic Paint
or for Solvent Based Acrylic Paint
r for Solvent Based Acrylic Paint
or for Solvent Based Acrylic Paint

TING WORKS
Pricelist as of February 2013

411 of 545

Dumalon W.S. Reservoir Tank_Fin

& FRAME

m Framing, Lighting and Accessories
teel Bolt (Type 304) w/ Nuts & Washers
Fabricated Base Plate w/ 4-16mm ∅ Bolt Hole (Attach

STM 53 A90 Heavy Gauge - Standard
eel Bolt (Type 304) w/ Nuts & Washers

CRETE PERIMETER FENCE

Pricelist as of February 2013

1 set
8 pcs.
2 pcs.

13,000.00
80.00
1,800.00

1 pc.
12 pcs.

3,450.00
35.00

2 day
2 day

366.00
317.00

656,614

412 of 545

Dumalon W.S. Reservoir Tank_Fin

Q. MTR.) OPERATOR'S ROOM
98 Cu.M.)
1 day

317.00

OF EXCAVATION WORKS

oting, Column, Wall Footing & Floor Lintel Beam are already included in Perimeter Fence Estimates
6 bags
0.25 cu.m.
0.5 cu.m.

245.00
1,000.00
1,000.00

7 bags
0.5 cu.m.
0.75 cu.m.

245.00
1,000.00
1,000.00

5 bags
0.25 cu.m.
0.5 cu.m.

245.00
1,000.00
1,000.00

4 bags
0.25 cu.m.
0.5 cu.m.

245.00
1,000.00
1,000.00

12 bags
0.5 cu.m.
1 cu.m.

245.00
1,000.00
1,000.00

3 bags
0.25 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

12 bags
0.5 cu.m.
1 cu.m.

245.00
1,000.00
1,000.00

23 bags
1 cu.m.
2 cu.m.

245.00
1,000.00
1,000.00

4 bags
0.25 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

00 ln.m.)

4 days
4 days

Pricelist as of February 2013

413 of 545

366.00
317.00

Dumalon W.S. Reservoir Tank_Fin

4 days
4 days

1,500.00
500.00

OF CONCRETE WORKS

RKS (1,093.10 KGS.)
oting, Column, Wall Footing & Floor Lintel Beam are already included in Perimeter Fence Estimates

inforcing Steel Bars

4 pcs.
1 kg.
2 pcs.

480.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

8
11
1
2

pcs.
pcs.
kg.
pcs.

480.00
190.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

3
5
2
2

pcs.
pcs.
kgs.
pcs.

270.00
190.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

9
7
2
2

pcs.
pcs.
kgs.
pcs.

270.00
190.00
65.00
65.00

Pricelist as of February 2013

414 of 545

Dumalon W.S. Reservoir Tank_Fin

inforcing Steel Bars

19 pcs.
1 kg.
3 pcs.

00 ln.m.)
inforcing Steel Bars
inforcing Steel Bars

190.00
65.00
65.00

4
4
1
1

pcs.
pcs.
kg.
pc.

270.00
190.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

22
30
7
10

pcs.
pcs.
kgs.
pc.

480.00
190.00
65.00
65.00

inforcing Steel Bars

65 pcs.
6 kgs.
10 pcs.

270.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

5
8
3
3

pcs.
pcs.
kgs.
pcs.

270.00
190.00
65.00
65.00

14 days
14 days

366.00
317.00

14 days

300.00

OF REINFORCED STEEL WORKS

ering Works)
73
3.5
2
640
230
42
3
12

mm Hollow Block (NLB)
mm Hollow Block (LB)
teel Bars

mic Tiles (White)
e Tiles (White)
Pricelist as of February 2013

415 of 545

bags
cu.m.
cu.m.
pcs.
pcs.
pcs.
kgs.
pcs.

245.00
1,000.00
1,400.00
17.00
24.00
190.00
75.00
65.00

14 days
14 days

366.00
317.00

390 pcs.
54 pcs.
5 bags

16.00
255.00
305.00

Dumalon W.S. Reservoir Tank_Fin

5 bags
7 pcs.
1 pc.

85.00
65.00
180.00

9 days
9 days

366.00
317.00

5 days
5 days

300.00
300.00

OF MASONRY WORKS

ame/Pannel Door & Window Jamb
2.10m x 50mm x 150mm Mahogany Wood Door Jamb
2.10m Mahogany Wood Panel Type Door
Door Frame & 37.5mm Thk Door Board
2.10m PVC Door w/ Door Jamb & Hinges w/ Screw
m x 50mm x 150mm 2 Panel Mahogany Wood Window Jamb

2,500.00
4,800.00

1 unit
2 units

1,900.00
2,300.00

4
12
1
2.5
3

es w/ Screw
pe, ASTM A53-90A Heavy Gauge Standard
ogany Lumber
40m Plyboard

Pricelist as of February 2013

1 unit
1 unit

416 of 545

pcs.
pcs.
pc.
bd.ft.
shts.

160.00
60.00
600.00
34.00
1,100.00

Dumalon W.S. Reservoir Tank_Fin

0m Plyboard

1 sht.
1 kg.
1 kg.
4
2.5
3
1

gany Lumber
40m Plyboard

s (Heavy Duty) w/ Screw

4
8
2
4
1
1
1
1
2

eavy Duty)

pcs.
bd.ft.
shts.
kg.

420.00
70.00
75.00
160.00
34.00
1,100.00
75.00

pcs.
pcs.
sets
sets
kg.
kg.
kg.
kg.
kgs.

140.00
65.00
950.00
60.00
70.00
65.00
65.00
65.00
65.00

9 days
9 days

366.00
317.00

OF CARPENTRY WORKS

40m Ordinary Plywood

18
333
400
400
8
8
4

pcs.
bd.ft.
bd.ft.
bd.ft.
kgs.
kgs.
kgs.

12 days
12 days

975.00
20.00
20.00
20.00
70.00
70.00
65.00
366.00
317.00

OF SCAFFOLDING & FORM WORKS

ries 1000

6
8
4
2

pcs.
pcs.
pcs.
qrts.

320.00
45.00
90.00
120.00

eries 1000
lbow, Series 1000
lbow, Series 1000
ries 1000
ng, Series 1000
ries 1000
g, Series 1000

4
6
4
2
2
3
2
1
4
2

pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
pc.
pcs.
pcs.

820.00
85.00
90.00
75.00
65.00
320.00
35.00
45.00
170.00
155.00

tary Tee, Series 1000
tary Wye, Series 1000
Pricelist as of February 2013

417 of 545

Dumalon W.S. Reservoir Tank_Fin

ary Tee, Series 1000
ry Tee, Series 1000

1 pc.
1 pc.
8 qrts.

130.00
65.00
120.00

M A53-90A Heavy Gauge Standard
B16.3 Class 150 Standard
SI B16.3 Class 150 Standard

3
7
4
2
1
5

pcs.
pcs.
pcs.
pcs.
pc.
rolls

460.00
15.00
20.00
260.00
20.00
27.00

1
1
1
1
1
1
2
1

unit
unit
pc.
pc.
pc.
pc.
pcs.
pc.

4,000.00
2,415.00
270.00
160.00
220.00
250.00
150.00
200.00

4 days
4 days

366.00
317.00

I B16.3 Class 150 Standard

mplete Fittings & Accs.
w/ Complete Fittings & Accs.

uble Strainer Floor Drain
ed Frameless Mirror

OF PLUMBING WORKS

Pricelist as of February 2013

418 of 545

Dumalon W.S. Reservoir Tank_Fin

m Thk x 13 Blades Smoke x 0.65m width Glass Jalousies
4 sets

800.00

1 set

500.00

1
1
1
4
5

pc.
pc.
pc.
pcs.
kgs

260.00
311.00
700.00
65.00
160.00

1
10
3
4
8

pc.
pcs.
pcs.
pcs.
kgs

260.00
311.00
700.00
65.00
160.00

3 days
3 days

394.00
317.00

3 days
3 days
4 pcs.

2,200.00
300.00
180.00

11 sq.mtr.

1,000.00

3
5
4
10
4
2
1
1
1
2
6
4
2
2
2
2
1
1
1

320.00
1,050.00
500.00
1,050.00
420.00
250.00
620.00
150.00
150.00
105.00
105.00
105.00
105.00
143.00
155.00
68.00
30.00
25.00
30.00

m Thk x 6 Blades x 0.60m width Smoke Glass
OF GLASS WORK
GRILLES)

M.S. Square Bar
M.S. Square Bar
0m. M.S. Flat Bar

Square bars
Square bars
0m. M.S. Flat bars

w/ Cutting Outfit

TEEL WORKS (Window Grilles)

RKS (LUMP SUM)
er Reinforced Water Proofing
OF WATER PROOFING WORKS (LUMP SUM)

0.00 Sq. M.)

aint Primer

aint Top Coat White Gloss

lvent Based Acrylic Paint
or for Solvent Based Acrylic Paint
r for Solvent Based Acrylic Paint
or for Solvent Based Acrylic Paint

Pricelist as of February 2013

419 of 545

gals.
gals.
gals.
gals.
gals.
gals.
gal
doz.
doz.
pints
pints
pints
pints
qrts.
qrts.
sets
pc.
pc.
pc.

Dumalon W.S. Reservoir Tank_Fin

1 pc.
10 days
10 days

20.00
366.00
317.00

TING WORKS

PTIC VAULT (SEALED)
CED STEEL WORKS
6
0.25
0.5
6
5
1

g Compound
einforcing Steel Bars

Pricelist as of February 2013

420 of 545

bags
cu.m.
cu.m.
packs
pcs.
kg.

245.00
1,000.00
1,000.00
35.00
190.00
75.00

3 bags
0.25 cu.m.

245.00
1,000.00

Dumalon W.S. Reservoir Tank_Fin

0.25
3
10
2

g Compound
einforcing Steel Bars

cu.m.
packs
pcs.
kgs.

2 days
2 days

mm Concrete Hollow Block (NLB)

160
16
1
0.5
14
2

einforcing Steel Bars

pcs.
bags
cu.m.
cu.m.
pcs.
kgs.

2 days
2 days

4m Ordinary Plywood

5
100
150
2
2
1

shts.
bd.ft.
bd.ft.
kgs.
kgs.
kg.

2 days
2 days

olyester Reinforced Water Proofing
STRUCTION OF SEPTIC VAULT

15.7 sq.m.

1,000.00
35.00
190.00
75.00
366.00
317.00

17.00
245.00
1,000.00
1,400.00
190.00
75.00
366.00
317.00

975.00
20.00
20.00
70.00
70.00
65.00
366.00
317.00
1,000.00

RATOR'S ROOM

HOUSE (2.89 SQ. M.)
60 CU.M.)
1 day

317.00

AVATION WORKS

Pricelist as of February 2013

421 of 545

5 bags
0.25 cu.m.
0.5 cu.m.

245.00
1,000.00
1,000.00

3 bags
0.125 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

Dumalon W.S. Reservoir Tank_Fin

3 bags
0.125 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

3 bags
0.125 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

2 bags
0.125 cu.m.
0.125 cu.m.

245.00
1,000.00
1,000.00

3 bags
0.125 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

3 bags
0.125 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

6 bags
0.25 cu.m.
0.5 cu.m.

245.00
1,000.00
1,000.00

eam (4.20 Ln.M.)

25 Sq.M.)

Pricelist as of February 2013

422 of 545

Dumalon W.S. Reservoir Tank_Fin

m x 20.50 ln.m.)
5 bags
0.25 cu.m.
0.5 cu.m.

245.00
1,000.00
1,000.00

3 days
3 days

366.00
317.00

3 days
3 days

1,500.00
800.00

med Reinf. Steel Bar

5 pcs
0.5 kg.
2 pcs.

480.00
75.00
65.00

med Reinf. Steel Bar
med Reinf. Steel Bar

16
9
3.5
3

pcs
pcs
kgs.
pcs.

480.00
190.00
75.00
65.00

med Reinf. Steel Bar
med Reinf. Steel Bar

2
3
0.5
2

pcs
pcs
kg.
pcs.

270.00
190.00
75.00
65.00

med Reinf. Steel Bar
med Reinf. Steel Bar

5
4
1.5
2

pcs
pcs
kgs.
pcs.

270.00
190.00
75.00
65.00

2
2
0.5
1

pcs.
pcs.
kg.
pc.

270.00
190.00
75.00
65.00

CRETE WORKS

RKS ( 660.00 KGS.)

eam (4.20 Ln.M.)
med Reinf. Steel Bar
med Reinf. Steel Bar

25 Sq.M.)
med Reinf. Steel Bar

4 pcs
1 kg.
1 pc.

med Reinf. Steel Bar
med Reinf. Steel Bar

8
10
2
4

med Reinf. Steel Bar

24 pcs

Pricelist as of February 2013

423 of 545

pcs
pcs
kgs.
pcs.

190.00
75.00
65.00
480.00
190.00
75.00
65.00
270.00

Dumalon W.S. Reservoir Tank_Fin

3 kgs.
8 pcs.

m x 20.50 ln.m.)
med Reinf. Steel Bar
med Reinf. Steel Bar

12
11
4
8

75.00
65.00

pcs
pcs
kgs.
pcs.

240.00
190.00
75.00
65.00

8 days
8 days

366.00
317.00

NFORCED STEEL WORKS

mm CHB (LB)
mm CHB (NLB)

42
185
16
1.25
12
5
8

med Reinf. Steel Bar

pcs.
pcs.
bags
cu.m.
pcs.
kgs.
pcs.

3 days
3 days

10 bags
0.75 cu.m.
4 days
4 days

24.00
17.00
245.00
1,000.00
190.00
75.00
65.00
366.00
317.00

245.00
1,400.00
366.00
317.00

ONRY WORKS

17
1
1
1

pcs.
bag
bag
pc.

255.00
305.00
85.00
180.00

2 days
2 days

366.00
317.00

2 days
2 days

300.00
300.00

WORKS

133 bd.ft.
200 bd.ft.
Pricelist as of February 2013

424 of 545

20.00
20.00

Dumalon W.S. Reservoir Tank_Fin

133
8
2
3
3

40 m Ordinary Plywood

bd.ft.
shts.
kgs.
kgs.
kgs.

4 days
4 days

20.00
975.00
65.00
70.00
70.00
366.00
317.00

M & SCAFFOLDING WORKS

ed of Doors & Windows:

Pannel Type Door, 50mm x 150mm Mahogany Wood Door Frame
ard w/ 50mm x 100mm Mahogany Wood Door Jamb
m 1-Pannel Window Jamb, 50mm x 150mm Mahogany Wood

1 unit
2
1
1
4
1

units
unit
unit
pcs.
kg.

800.00
950.00
170.00
140.00
70.00

2 days
2 days

366.00
317.00

5
10
2.5
5
2
2
2

es w/ Screw
gany Lumber
40m Plyboard
0m Plyboard

4,400.00

pcs.
pcs.
bd.ft.
shts.
shts.
kgs.
kgs.

5 days
5 days

160.00
60.00
34.00
1,100.00
420.00
70.00
75.00
366.00
317.00

PENTRY WORKS

Pricelist as of February 2013

425 of 545

Dumalon W.S. Reservoir Tank_Fin

M.S. Square Bar
M.S. Square Bar
0m M.S. Flat Bar

1
4
2
4
8
2
1

hine w/ Cutting Outfit

pc.
pcs.
pcs.
pcs.
kgs
cyls.
cyl.

260.00
311.00
880.00
65.00
160.00
750.00
1,500.00

3 days
3 days

394.00
317.00

3 days
3 days
1 pc.

2,200.00
400.00
180.00

EL WORKS

m Thk x 13 Blades x 0.60m width Smoke Glass Jalousies
2 sets

800.00

2
3
2
1
1

pcs.
pcs.
pcs.
qrt.
pc.

306.00
45.00
80.00
334.00
68.00

1 day
1 day

366.00
317.00

OF GLASS WORK (LUMP SUM)

anitary Pipe Series 1000
ary Elbow, Series 1000
Series 1000

ss Floor Drain

OF PLUMBING WORKS

KS (LUMP SUM)
Polyester Reinforced Waterproofing
OF WATERPROOFING WORKS (LUMP SUM)

2.9 sq.mtr.

1,000.00

00 Sq. M.)
1
2
1
4
1
1
1
1
1
1
1
1
1
1

aint Primer

aint Top Coat White Gloss
aint Reducer

or for Solvent Based Acrylic Paint
r for Solvent Based Acrylic Paint
or for Solvent Based Acrylic Paint

Pricelist as of February 2013

426 of 545

gal.
gals.
gal.
gals.
gal.
gal.
doz.
doz.
pint
pint
pint
pc.
pc.
pc.

320.00
1,050.00
400.00
1,050.00
420.00
520.00
150.00
150.00
105.00
105.00
105.00
25.00
30.00
20.00

Dumalon W.S. Reservoir Tank_Fin

5 days
5 days

366.00
317.00

TING WORKS

CONSTRUCTION OF GUARD HOUSE

Pricelist as of February 2013

427 of 545

Dumalon W.S. Reservoir Tank_Fin

Q. MTR.) CHLORINE ROOM

ED STEEL WORKS

med Reinf. Steel Bar
med Reinf. Steel Bar

g Compound (900 g)
ed Reinf. Steel Bar

ed Reinf. Steel Bar

ed Reinf. Steel Bar
ed Reinf. Steel Bar

12
0.5
1.25
18
8
3

bags
cu.m.
cu.m.
pcs.
pcs.
kgs.

245.00
1,000.00
1,000.00
190.00
270.00
75.00

7
0.25
0.5
7
18
3

bags
cu.m.
cu.m.
packs
pcs.
kgs.

245.00
1,000.00
1,000.00
35.00
270.00
75.00

3
0.25
0.5
7
1

bags
cu.m.
cu.m.
pcs.
kg.

245.00
1,000.00
1,000.00
190.00
75.00

2
0.125
0.125
1
1
1

bags
cu.m.
cu.m.
pc.
pc.
kgs.

245.00
1,000.00
1,000.00
270.00
190.00
75.00

7 days
7 days

366.00
317.00

CRETE & REINFORCED STEEL WORKS

mm CHB (NLB)

70
10
0.25
0.5
5
1

rmed Reinf. Steel Bar

pcs.
bags
cu.m.
cu.m.
pcs.
kg.

3 days
3 days

17.00
245.00
1,000.00
1,400.00
190.00
75.00
366.00
317.00

ONRY WORKS

ed PVC Door
2100mm PVC Door w/ Jamb, Door Knob, Hinges & Screw
Pricelist as of February 2013

428 of 545

1 unit

2,200.00

Dumalon W.S. Reservoir Tank_Fin

eavy Duty)

1 unit

40m Ordinary Plywood

5
133
200
4
4
2

shts.
bd.ft.
bd.ft.
kgs.
kgs.
kgs.

4 days
4 days

950.00

975.00
20.00
20.00
70.00
70.00
65.00
366.00
317.00

PENTRY WORKS

Pricelist as of February 2013

429 of 545

Dumalon W.S. Reservoir Tank_Fin

aint Primer

1
1
2
1
1
1
1
1
1

op Coat White Gloss Paint
aint Reducer
lvent Based Acrylic Paint
or for Solvent Based Acrylic Paint
r for Solvent Based Acrylic Paint
or for Solvent Based Acrylic Paint

gal.
gal.
gals.
gal.
pint
pint
pint
pint
pc.

1,050.00
500.00
1,050.00
420.00
105.00
105.00
105.00
105.00
30.00

3 days
3 days

317.00
317.00

TING WORKS

KS (LUMP SUM)
6.21 sq.mtr.

1,000.00

ER PROOFING WORKS

OF CHLORINE ROOM

69,126

M Ø & 300MM Ø RCCP DRAINAGE SYSTEM

3 days
3 days

366.00
317.00

AVATION WORKS

ED STEEL WORKS
28
1.5
3
26
2

med Reinf. Steel Bar

bags
cu.m.
cu.m.
pcs.
kgs.

8 days
8 days

245.00
1,000.00
1,000.00
190.00
75.00
366.00
317.00

CRETE & REINFORCED STEEL WORKS

mm CHB (NLB)

330
14
2
1

pcs.
bags
cu.m.
cu.m.

7 days
7 days

17.00
245.00
1,000.00
1,400.00
366.00
317.00

ONRY WORKS

300mmØ RCCP
22
16
9
0.5
Pricelist as of February 2013

430 of 545

pcs.
pcs.
bags
cu.m.

1,078.00
748.00
245.00
1,000.00

Dumalon W.S. Reservoir Tank_Fin

7 days
7 days

366.00
317.00

NG OF 200mm Ø & 300mmØ RCCP

STRUCTION OF 300MM Ø RCCP DRAINAGE SYSTEM

Pricelist as of February 2013

431 of 545

102,740

Dumalon W.S. Reservoir Tank_Fin

RETE CATWALK/DRIVE WAY

inf. Steel Bar

21
1.25
2.5
25
3
4

bags
cu.m.
cu.m.
pcs.
kgs.
pcs.

245.00
1,000.00
1,000.00
190.00
65.00
65.00

141
7
10.5
25
25
32
107
2
2

bags
cu.m.
cu.m.
cu.m.
cu.m.
bd.ft.
bd.ft.
kgs.
kgs.

245.00
1,000.00
1,000.00
800.00
450.00
20.00
20.00
70.00
70.00

way (106 Sq.M.)

ase Course)
ub-Base Course)

8 days
8 days

366.00
317.00

5 days
5 days

800.00
1,500.00

6 cu.m.
35 sq.m.

1,200.00
320.00

STRUCTION OF CONCRETE CATWALK/DRIVE WAY

5 days
5 days

366.00
317.00

5 days

7,200.00

1 lot

2,000.00

1 assy.

8,160.00

DSCAPING WORKS

31
LIZATION

TALLATION OF KW-HR METER, RACEWAY AND ACCESSORIES

ital), 250 Volts, Single Phase, Assembly,
, complete w/ Rectangular Base

1
1
1
1
1
4
1

Rack w/ Spool Insulator
Pricelist as of February 2013

432 of 545

lot
pc.
pc.
pc.
pc.
pc.
pc.

100.00
41.00
367.00
8.00
6.00
7.00
142.00

Dumalon W.S. Reservoir Tank_Fin

1 day
1 day

366.00
317.00

N OF ELECTRICAL FACILITIES FOR OPERATORS ROOM

t Breaker, Single Phase, 250 Volts, Panel Board
Coated Finished Panel Box
Branches of:
Branch

1 set

Sweep Elbow

Sweep Elbow

Rack w/ Spool Insulator
zed/Mirrorized Fluorescent Luminaire with 1x40 Watts Fluorescent Tube

ndustrial Type
(flush type), w/ Led Set, 10A, 250V
(flush type), w/ Led Set, 10A, 250V

tlet w/ plate (flush type)
tlet w/ plate - weatherproof (flush type)
Box ( H.D.)
x ( H.D.) w/ Cover

lytype Electrical Tape
bber Tape

60
92
75
1
1
1
1
1
48
15
10
12
8
12
1
2
3
1
1
2
3
3
1
7
9
3
1
1
5
2

mtrs.
mtrs.
mtrs.
pc.
pc.
pc.
pc.
pc.
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
pc.
pcs.
pcs.
pc.
pc.
pcs.
pcs.
pcs.
pc.
pcs.
pcs.
kgs.
qrt.
mtrs.
pcs.
pcs.

7 days
7 days

5,766.00

84.00
32.00
23.00
41.00
131.00
26.00
8.00
6.00
8.00
86.00
17.00
6.00
5.00
4.00
142.00
1,132.00
148.00
5,477.00
71.00
107.00
31.00
107.00
173.00
21.00
24.00
75.00
460.00
13.00
25.00
102.00
366.00
317.00

N OF ELECTRICAL FACILITIES FOR GUARD HOUSE & CHLORINATOR ROOM

Proof Street Light

1
1
16
15
10
12
8
12

Sweep Elbow

Pricelist as of February 2013

433 of 545

pc.
roll
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.

500.00
4,725.00
8.00
86.00
17.00
6.00
5.00
4.00

Dumalon W.S. Reservoir Tank_Fin

zed/Mirrorized Fluorescent Luminaire with 1x20 Watts Fluorescent Tube

ght CFL bulb with Par Lamp Holder
(flush type), w/ Led Set, 10A, 250V
(flush type), w/ Led Set, 10A, 250V
(flush type), w/ Led Set, 10A, 250V

tlet w/ plate (flush type)
Box ( H.D.)
x ( H.D.) w/ Cover

lytype Electrical Tape
bber Tape

1
3
1
1
1
1
4
2
5
13
2
1
0.5
5
2

pc.
pcs.
pc.
pc.
pc.
pc.
pcs.
pcs.
pcs.
pcs.
kgs.
qrt.
mtr.
pcs.
pcs.

977.00
148.00
928.00
71.00
107.00
143.00
31.00
107.00
21.00
24.00
75.00
460.00
13.00
25.00
102.00

7 days
7 days

366.00
317.00

N OF ELECTRICAL FACILITIES FOR SIGNAGE AND PERIMETER LIGHTINGS

Sweep Elbow

h cage, globe type, (250mmx250mm)
with 23 watts Capsulated CFL
x ( H.D.) w/ Cover

lytype Electrical Tape
bber Tape

2
35
8
36
18
12

rolls
pcs.
pcs.
pcs.
pcs.
pcs.

4,725.00
86.00
17.00
6.00
5.00
4.00

6
16
3
1
2
5
2

sets
pcs.
kgs.
qrt.
mtrs.
pc.
pc.

1,770.00
24.00
75.00
460.00
13.00
25.00
102.00

7 days
7 days

366.00
317.00

CTRICAL WORKS

GROUND RESERVOIR AT BALUNO, Z.C.
TION/HAULING OF MATERIAL
LIZATION

1 lot

Operator & Fuel)
ILIZATION/DEMOBILIZATION/HAULING OF MATERIAL

50,000.00

30 days

317.00

30 days

9,600.00

CU.M. GROUND TANK
Pricelist as of February 2013

434 of 545

Dumalon W.S. Reservoir Tank_Fin

ON WORKS (262.00 Cu.M.)

& Operator)

erator & Fuel)
AVATION WORKS

5 days

366.00

5 days
2 days
2 days

8,000.00
600.00
2,000.00

2667
3000
2667
140
50
40
30

40m. Ordinary Plywood

bd.ft.
bd.ft.
bd.ft.
shts.
kgs.
kgs.
kgs.

30 days
30 days

20.00
20.00
20.00
975.00
70.00
70.00
65.00
366.00
317.00

FFOLDING & FORM WORKS

.20 Cu.M.)

mm Thk x 105.00 Sq.M.)
48 bags
4.5 cu.m.

245.00
1,000.00

Compound (900g)

30
1.25
2
1.5
30

bags
cu.m.
cu.m.
cu.m.
packs

245.00
1,000.00
1,000.00
1,000.00
30.00

Compound (900g)

48
2
3.25
2.5
48

bags
cu.m.
cu.m.
cu.m.
packs

245.00
1,000.00
1,000.00
1,000.00
30.00

3
0.125
0.25
0.25

bags
cu.m.
cu.m.
cu.m.

245.00
1,000.00
1,000.00
850.00

30
1.25
2
30
30

bags
cu.m.
cu.m.
packs
packs

245.00
1,000.00
1,000.00
35.00
30.00

Compound (900g)

Pricelist as of February 2013

435 of 545

Dumalon W.S. Reservoir Tank_Fin

50
2.25
3.25
50
50

Compound (900g)

bags
cu.m.
cu.m.
packs
packs

245.00
1,000.00
1,000.00
35.00
30.00

3 bags
0.125 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

19
0.75
1.25
19
19

bags
cu.m.
cu.m.
packs
packs

245.00
1,000.00
1,000.00
35.00
30.00

17
0.75
1.25
17

bags
cu.m.
cu.m.
packs

245.00
1,000.00
1,000.00
35.00

163
7
10.75
163
163

bags
cu.m.
cu.m.
packs
packs

245.00
1,000.00
1,000.00
35.00
30.00

Compound (900g)

30
131
5.75
8.5
131
131

cu.m.
bags
cu.m.
cu.m.
packs
packs

1,000.00
245.00
1,000.00
1,000.00
35.00
30.00

Compound (900g)

155
7
10.25
155
155

bags
cu.m.
cu.m.
packs
packs

245.00
1,000.00
1,000.00
35.00
30.00

20 bags
0.75 cu.m.
1.25 cu.m.

245.00
1,000.00
1,000.00

576
25.5
38
576
576
200

245.00
1,000.00
1,000.00
30.00
35.00
380.00

Compound (900g)
& RCB3)

Compound (900g)

nd Tank Bottom Slab Envelope)

Compound (900g)

Pricelist as of February 2013

436 of 545

bags
cu.m.
cu.m.
packs
packs
ln.mtr.

Dumalon W.S. Reservoir Tank_Fin

21
0.75
1.25
18

Compound (900g)

bags
cu.m.
cu.m.
packs

245.00
1,000.00
1,000.00
30.00

32 days
32 days

366.00
317.00

16 days
32 days
32 days

600.00
1,500.00
1,000.00

ed Reinf. Steel Bar

40 pcs.
3 kgs.

1,045.00
75.00

ed Reinf. Steel Bar

28 pcs.
2 kgs.

1,045.00
75.00

ed Reinf. Steel Bar

2 pcs.
1 kg.

480.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar

14 pcs.
24 pcs.
3 kgs.

1,045.00
190.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar

48 pcs.
75 pcs.
11 kgs.

1,045.00
190.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar

48 pcs.
56 pcs.
8 kgs.

1,045.00
190.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar

2 pcs.
2 pcs.
1 kg.

480.00
165.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar

44 pcs.
46 pcs.
8 kgs.

1,045.00
682.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar
ed Reinf. Steel Bar

5 pcs.
156 pcs.
70 pcs.

682.00
550.00
480.00

xer (w/ Fuel)

CRETE WORKS

RKS (23,329.60 KGS.)

Pricelist as of February 2013

437 of 545

Dumalon W.S. Reservoir Tank_Fin

ed Reinf. Steel Bar

35 kgs.

75.00

210 pcs.
35 kgs.

270.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar
ed Reinf. Steel Bar

26
9
53
4

pcs.
pcs.
pcs.
kgs.

480.00
270.00
190.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar

18 pcs.
19 pcs.
4 kgs.

682.00
190.00
75.00

ed Reinf. Steel Bar
ed Reinf. Steel Bar

8 pcs.
10 pcs.
2 kgs.

682.00
190.00
75.00

ed
ed
ed
ed
ed

Reinf.
Reinf.
Reinf.
Reinf.
Reinf.

Steel
Steel
Steel
Steel
Steel

Bar
Bar
Bar
Bar
Bar

301
175
365
26
26
35

pcs.
pcs.
pcs.
pcs.
pcs.
kgs.

1,045.00
682.00
480.00
320.00
270.00
75.00

ound Bars
ed Reinf. Steel Bar
ed Reinf. Steel Bar

1
3
24
3
80

pc.
pcs.
pcs.
kgs.
pcs.

190.00
480.00
270.00
65.00
75.00

38 days
38 days

366.00
317.00

38 days
38 days

300.00
300.00

NFORCED STEEL WORKS

00 Sq.M.)
90 bags
8.75 cu.m.
22 days
22 days

245.00
1,400.00
366.00
317.00

ONRY WORKS

adder (3- Units)
Pricelist as of February 2013

438 of 545

Dumalon W.S. Reservoir Tank_Fin

m Stainless Steel Flat Bar
mm x 6.00m Stainless Angle Bar
ess Steel L-Type Anchor Bolt w/ Nuts & Washers
s Plain Round Bar
. 16 Stainless Plain Sheet
in Round Bar

(ASTM A-53 90A Heavy Gauge Standard)
MS Square Bar

m MS Flat Bar
n Round Bar
mm x 6.0m MS Angle Bar
ess Steel (L-Type) Bolt w/ Nut & Washer

4
2
18
4
2
1
8
10
5

pcs.
pcs.
pcs.
pcs.
shts.
pc.
pcs.
kgs.
kgs.

9,000.00
16,000.00
150.00
12,400.00
3,800.00
190.00
65.00
160.00
580.00

14
50
20
20
30

pcs.
pcs.
pcs.
kgs.
pcs.

1,720.00
781.00
65.00
160.00
65.00

1
1
1
6
4
2

pc.
pc.
pc.
pcs.
pcs.
kgs.

880.00
495.00
1,500.00
150.00
65.00
160.00

30 days
30 days

394.00
317.00

30 days
30 days
4 pcs.

2,200.00
400.00
180.00

25 kgs.
40 gals.

280.00
1,300.00

6 days
6 days

366.00
317.00

2 units

342,600.00

EL WORKS

E TEST & GROUTING LEAK

NFECTION & LEAKAGE TEST

E VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES

ential Float Control Valve
100mmØ Differential Float Controlled Valve, F/F

lled by a differential float-operated, maximum differential level of 4.00 meters,
als to 25.00 LPS
ntrolled valve will be installed below the water level, constructed with concrete valve box
aulically operated, diaphragm actuated,
ension meets ISO 57529S-10 Standard, Flanged end Connection in Accordance w/ ANSI
ng of PN16 (230 psi)
Pricelist as of February 2013

439 of 545

Dumalon W.S. Reservoir Tank_Fin

pe Flexible Coupling, (PVC-C.I.)
pe Flexible Coupling, (G.I.-PVC)

2
2
2
4
32

or Bolts w/ Nuts & Washer

pcs.
pcs.
pcs.
kgs.
pcs.

3,915.00
3,915.00
2,541.00
75.00
125.00

concrete valve box
26
1.25
2.5
46
5
1
1
10
1
2
6
133
200
267
2
2
1
12
3

med Reinf. Steel Bar

ess Steel Round Bar (Type 304)
ain Round Bar
lain Round Bar
pe ASTM A53-90A Heavy Gauge Standard
mm x 6.00m MS Angle Bar
40m Ordinary Plywood
co Lumber
co Lumber
co Lumber

bags
cu.m.
cu.m.
pcs.
kgs.
pc.
pc.
pcs.
pc.
pcs.
shts.
bd.ft.
bd.ft.
bd.ft.
kgs.
kgs.
kg.
pcs.
kgs.

8 days
8 days
8 days

245.00
1,000.00
1,000.00
480.00
75.00
12,500.00
160.00
495.00
1,800.00
1,500.00
975.00
20.00
20.00
20.00
70.00
70.00
65.00
65.00
160.00
366.00
341.00
317.00

pe, (ASTM A53-90A Heavy Gauge Standard)
. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 125
/P, Flange End In Accordance w/ ANSI B16.1 Class 125
pe Flexible Coupling (PVC-CI)

1
1
1
1

pc.
pc.
pcs.
pcs.

d, Class 150, B/S w/ R.R.
pe, (ASTM A53-90A Heavy Gauge Standard)
Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125
/P, Flange End In Accordance w/ ANSI B16.1 Class 125
pe Flexible Coupling (PVC-CI)

8
2
2
4
4

pcs.
pcs.
pcs.
pcs.
pcs.

d, Class 150, B/S w/ R.R.
pe, (ASTM A53-90A Heavy Gauge Standard)
Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125
/P, Flange End In Accordance w/ ANSI B16.1 Class 125
pe Flexible Coupling (PVC-CI)

6
2
2
4
4

pcs.
pcs.
pcs.
pcs.
pcs.

5,300.00
16,380.00
17,700.00
4,956.00
4,170.00

Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125
ange in Accordance w/ AWWA C207 Class D-Std.

0
1
0
10
1

pcs.
pc.
pcs.
pcs.
pc.

17,700.00
2,500.00
950.00
2,000.00
9,000.00

nge in Accordance w/ AWWA C207 Class D-Std.
0m Stainless Steel Flat Bar
Pricelist as of February 2013

440 of 545

16,380.00

Dumalon W.S. Reservoir Tank_Fin

ess Steel (Type 304) L-Type Achor Bolt w/ Nut & Washer
ess Steel (Type 304) Bolt w/ Nut & Washer
ss Steel (Type 304) Bolt w/ Nut & Washer

d, Class 150, B/S w/ R.R.
pe, (ASTM A53-90A Heavy Gauge Standard)
Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125
/P, Flange End In Accordance w/ ANSI B16.1 Class 125
pe Flexible Coupling (PVC-CI)
nge (See Shop Drawing)

ss Steel (Type 304) Bolt w/ Nut & Washer

d, Class 150, B/S w/ R.R.
pe, (ASTM A53-90A Heavy Gauge Standard)
Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125
/P, Flange End In Accordance w/ ANSI B16.1 Class 125
pe Flexible Coupling (PVC-CI)
nge (See Shop Drawing)

ss Steel (Type 304) Bolt w/ Nut & Washer

Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125

Pipe Class 150, B/S, w/ R.R.

Tee, M/M

ipe, ASTM A53-90A Heavy Gauge Std.
w, ANSI B16.3 Class 150 Std.
ANSI B16.3 Class 150 Std.

12
6
64
6

pcs.
pcs.
pcs.
kgs.

180.00
125.00
95.00
75.00

6
2
2
7
7
4
2
56
8

pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
kgs.

5,300.00
16,380.00
17,700.00
4,956.00
4,170.00
1,800.00
950.00
95.00
75.00

12
2
2
7
7
4
2
56
8

pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
kgs.

5,300.00
16,380.00
17,700.00
4,956.00
4,170.00
1,800.00
950.00
95.00
75.00

1
1
6
4
3
12

pc.
ps.
pcs.
pcs.
pcs.
sq.m.

7,940.00
950.00
1,600.00
950.00
4,300.00
150.00

1 pc.
4 pcs.
2 pcs.

4,800.00
870.00
540.00

4 days
4 days

341.00
317.00

E VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES

N OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX

l Bore Electromagnetic Flowmeter F/F w/ 2-Units Steel Flange

2 units

286,000.00

etic Flowmeter, ANSI 16.5, Class-150,
tter accuracy of 0.40% of rate, with highly
measurements, battery powered, with internal
years maintenance free battery life.
mating flanges and the desired stainless steel
h rubber gaskets. Unit is remote-type with
d with integrated GSM Data Logger
nal converter) which records/logs the flow &
Pricelist as of February 2013

441 of 545

Dumalon W.S. Reservoir Tank_Fin

ible with the sensor EM Flowmeter
l programmable between 1 second
r & Logger housing is fully water proofed (IP68).
motely using a standard GSM mobile phone
e to the host computer provided with a
e which can monitor multiple data loggers.
h Wet Calibration Certificate per unit upon delivery.
lowing accessories:
w input cable with pvc conduit up to the pump house,
le, Windows-based configuration software for PC's,
plitter cable (50 meters), 50 meters hose for pressure
uick fit connection).
entation & Training of personnel

pe Flexible Coupling, (G.I.-PVC)
/P, Flange End In Accordance w/ ANSI B16.1 Class 125

or Bolts w/ Nuts & Washer

2
2
5
16

pcs.
pcs.
kgs.
pcs.

3,915.00
2,541.00
75.00
95.00

rete Valve Box
28
1.25
2.5
44
5
1
1
2
1
1
8
200
200
267
2
2
1
6
2

med Reinf. Steel Bar

ess Steel Round Bar (Type 304)
ain Round Bar
lain Round Bar
pe ASTM A53-90A Heavy Gauge Standard
mm x 6.00m MS Angle Bar
40m Ordinary Plywood
co Lumber
co Lumber
co Lumber

bags
cu.m.
cu.m.
pcs.
kgs.
pc.
pc.
pcs.
pc.
pc.
shts.
bd.ft.
bd.ft.
bd.ft.
kgs.
kgs.
kg.
pcs.
kgs.

6 days
6 days
6 days
PLY & INSTALLATION OF 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX

245.00
1,000.00
1,000.00
480.00
75.00
12,500.00
160.00
495.00
1,800.00
1,500.00
975.00
20.00
20.00
20.00
70.00
70.00
65.00
65.00
160.00
366.00
341.00
317.00

.00 Sq.M.)
6
10
10
20
6
8
2
2
2
2
6

aint Primer

aint Top Coat White Gloss
aint Reducer

lvent Based Acrylic Paint
or for Solvent Based Acrylic Paint
Pricelist as of February 2013

442 of 545

gals.
gals.
gals.
gals.
gals.
gals.
gals.
doz.
doz.
pints
pints

320.00
1,050.00
500.00
1,050.00
420.00
250.00
640.00
150.00
150.00
105.00
105.00

Dumalon W.S. Reservoir Tank_Fin

r for Solvent Based Acrylic Paint
or for Solvent Based Acrylic Paint

2
2
2
2
1
2
2
1

pints
pints
gals.
gals.
gal.
sets
pcs.
pc.

105.00
105.00
570.00
620.00
360.00
45.00
20.00
25.00

15 days
15 days

366.00
317.00

TING WORKS

RKS FOR TOP SLAB
inous Membrane Polyester Reinforced Waterproofing
ER PROOFING WORKS FOR TOP SLAB

37.7 sq.m.

GPD HYPOCHLORINATOR
uty Hypochlorinator with 100 liters Solution Tank
designed to deliver 40 GPD(max) vs. 125 psig,
ype and oil bathed gear assembly, driven by
gle phase, 60 Hz. With complete standard

1 unit

1,000.00

90,000.00

ear PVC, 7/16"OD
P.E., 1/2" OD
& Injection Fittings

tion Fittings:
g, ANSI B16.3 Class 150
I. Nipple, ASTM A53-90A Heavy Gauge Std.
NSI B16.3 Class 150
g, ANSI B16.3 Class 150
G.I. Bushing, ANSI B16.3 Class 150
NSI B16.3 Class 150

6.3 Class 150
SI B16.3 Class 150
ple, ASTM A53-90A Heavy Gauge Std.
ing, ANSI B16.3 Class 150
6.3 Class 150

Gauge (0-150 psi)

ks of B.I. Discharge Pipes, installation of Appurtenances,
Gauge assy. and provision for Chlorinator Injection Fittings.
PLY & INST. OF 40GPD HYPOCHLORINATOR W/ COMPLETE ACCESSORIES

1
1
1
1
1
1

pc.
pc.
pc.
pc.
pc.
pc.

52.00
91.00
63.00
11.00
11.00
6.00

2
2
2
2
2
2
2

pc.
pc.
pc.
pc.
pc.
pc.
pc.

11.00
9.00
15.00
10.00
13.00
130.00
2,000.00

1 l.s.

18,922.00

ST. OF THREE HUNDRED 300.00 CU.M. CONCRETE GROUND TANK

5,656,397

PERIMETER FENCE
& EXCAVATION WORKS
2 rolls
40 mtrs
Pricelist as of February 2013

443 of 545

300.00
25.00

Dumalon W.S. Reservoir Tank_Fin

3 days
3 days

366.00
317.00

AVATION WORKS

4.80 Cu.M.)
19
1
2
1

bags
cu.m.
cu.m.
cu.m.

245.00
1,000.00
1,000.00
1,000.00

21
1
2
2

bags
cu.m.
cu.m.
cu.m.

245.00
1,000.00
1,000.00
1,000.00

25 bags
1.25 cu.m.
2.5 cu.m.

230.00
1,000.00
1,000.00

35 bags
1.75 cu.m.
3.5 cu.m.

230.00
1,000.00
1,000.00

150.7 bags
7.366 cu.m.
14.73 cu.m.

230.00
1,000.00
1,000.00

299.2 bags
13.86 cu.m.
27.71 cu.m.

230.00
1,000.00
1,000.00

6 days
6 days

366.00
317.00

6 days
6 days
120 ltrs.

1,500.00
800.00
60.00

inforcing Steel Bars

14 pcs.
2 kgs.
4 pcs.

480.00
65.00
65.00

inforcing Steel Bars

24 pcs.
3 kgs.

480.00
65.00

& Lubricants:

CRETE WORKS

RKS (1,940.10 KGS.)

Pricelist as of February 2013

444 of 545

Dumalon W.S. Reservoir Tank_Fin

6 pcs.

65.00

inforcing Steel Bars
inforcing Steel Bars

28
40
7
6

pcs.
pcs.
kgs.
pcs.

450.00
165.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

56
78
18
8

pcs.
pcs.
kgs.
pcs.

480.00
190.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

94 pcs.
64 pcs.
6.25 kgs.

480.00
270.00
65.00

inforcing Steel Bars
inforcing Steel Bars

210 pcs.
151 pcs.
27.67 kgs.

480.00
270.00
65.00

15 days
15 days

366.00
317.00

15 days
15 days

300.00
300.00

OF REBAR WORKS

110
5
3
893
143
25
4
6

ollow Blocks (NLB)
ollow Blocks (LB)
inforcing Steel Bars

bags
cu.m.
cu.m.
pcs.
pcs.
pcs.
kgs.
pcs.

14 days
14 days

245.00
1,000.00
1,400.00
17.00
24.00
190.00
65.00
65.00
366.00
317.00

ONRY WORKS
WORKS:

.40m Ordinary Plywood

Pricelist as of February 2013

16
400
400
333
8
6

445 of 545

shts.
bd.ft.
bd.ft.
bd.ft.
kgs.
kgs.

975.00
20.00
20.00
20.00
70.00
70.00

Dumalon W.S. Reservoir Tank_Fin

5 kgs.

65.00

15 days
15 days

366.00
317.00

MS & SCAFFOLDING WORKS:

. (ASTM A53 90A-Heavy Gauge Standard)
m M.S. Flat Bar
M.S. Square Bar
m x 2.40m B.I. Steel Matting

16
16
76
25
15
30

pcs.
pcs.
pcs.
pcs.
kgs.
pcs.

1,720.00
880.00
270.00
1,400.00
160.00
65.00

20 days
20 days

366.00
317.00

20 days
20 days
4 pcs.

2,200.00
300.00
180.00

4
10
20
7
4
4
2
2
8
2
2
2
2
2
2
2
3
3

gals.
gals.
gals.
gals.
gals.
gals.
gals.
pints
pints
pints
pints
doz.
doz.
sets
pcs.
pcs.
pcs.
pcs.

320.00
1,050.00
1,050.00
420.00
570.00
620.00
360.00
105.00
105.00
105.00
105.00
150.00
150.00
45.00
15.00
20.00
40.00
25.00

12 days
12 days

317.00
317.00

1 set
8 pcs.
2 pcs.

13,000.00
80.00
1,800.00

EL WORKS:

aint Primer
aint Top Coat (White Gloss)

lvent Based Acrylic Paint
or for Solvent Based Acrylic Paint
r for Solvent Based Acrylic Paint
or for Solvent Based Acrylic Paint

TING WORKS

& FRAME

m Framing, Lighting and Accessories
teel Bolt (Type 304) w/ Nuts & Washers
Fabricated Base Plate w/ 4-16mm ∅ Bolt Hole (Attach

STM 53 A90 Heavy Gauge - Standard
Pricelist as of February 2013

1 pc.

446 of 545

3,450.00

Dumalon W.S. Reservoir Tank_Fin

eel Bolt (Type 304) w/ Nuts & Washers

12 pcs.

35.00

2 day
2 day

366.00
317.00

CRETE PERIMETER FENCE

782,690

.40 SQ. MTR.) OPERATOR'S ROOM
98 Cu.M.)
1 day

317.00

OF EXCAVATION WORKS

6 bags
0.25 cu.m.
0.5 cu.m.

245.00
1,000.00
1,000.00

7 bags
0.5 cu.m.
0.75 cu.m.

245.00
1,000.00
1,000.00

5 bags
0.25 cu.m.
0.5 cu.m.

245.00
1,000.00
1,000.00

4 bags
0.25 cu.m.
0.5 cu.m.

245.00
1,000.00
1,000.00

12 bags
0.5 cu.m.
1 cu.m.

245.00
1,000.00
1,000.00

3 bags
0.25 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

12 bags
0.5 cu.m.
1 cu.m.

245.00
1,000.00
1,000.00

23 bags
1 cu.m.
2 cu.m.

245.00
1,000.00
1,000.00

4 bags
0.25 cu.m.

245.00
1,000.00

00 ln.m.)

Pricelist as of February 2013

447 of 545

Dumalon W.S. Reservoir Tank_Fin

0.25 cu.m.

1,000.00

4 days
4 days

366.00
317.00

4 days
4 days

1,500.00
500.00

OF CONCRETE WORKS

RKS (1,093.10 KGS.)
mn, Wall Footing & Floor Lintel Beam are already included in Perimeter Fence Estimates

inforcing Steel Bars

4 pcs.
1 kg.
2 pcs.

480.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

8
11
1
2

pcs.
pcs.
kg.
pcs.

480.00
190.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

3
5
2
2

pcs.
pcs.
kgs.
pcs.

270.00
190.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

9
7
2
2

pcs.
pcs.
kgs.
pcs.

270.00
190.00
65.00
65.00

19 pcs.
1 kg.
3 pcs.

190.00
65.00
65.00

inforcing Steel Bars

00 ln.m.)
inforcing Steel Bars
inforcing Steel Bars

4
4
1
1

pcs.
pcs.
kg.
pc.

270.00
190.00
65.00
65.00

inforcing Steel Bars
inforcing Steel Bars

22
30
7
10

pcs.
pcs.
kgs.
pc.

480.00
190.00
65.00
65.00

inforcing Steel Bars

65 pcs.
6 kgs.
10 pcs.

270.00
65.00
65.00

Pricelist as of February 2013

448 of 545

Dumalon W.S. Reservoir Tank_Fin

inforcing Steel Bars
inforcing Steel Bars

5
8
3
3

pcs.
pcs.
kgs.
pcs.

270.00
190.00
65.00
65.00

14 days
14 days

366.00
317.00

14 days

300.00

OF REINFORCED STEEL WORKS

ering Works)
73
3.5
2
640
230
42
3
12

mm Hollow Block (NLB)
mm Hollow Block (LB)
teel Bars

bags
cu.m.
cu.m.
pcs.
pcs.
pcs.
kgs.
pcs.

14 days
14 days

mic Tiles (White)
e Tiles (White)

390
54
5
5
7
1

245.00
1,000.00
1,400.00
17.00
24.00
190.00
75.00
65.00
366.00
317.00

pcs.
pcs.
bags
bags
pcs.
pc.

16.00
255.00
305.00
85.00
65.00
180.00

9 days
9 days

366.00
317.00

5 days
5 days

300.00
300.00

OF MASONRY WORKS

ame/Pannel Door & Window Jamb
2.10m x 50mm x 150mm Mahogany Wood Door Jamb
2.10m Mahogany Wood Panel Type Door
Door Frame & 37.5mm Thk Door Board
2.10m PVC Door w/ Door Jamb & Hinges w/ Screw
m x 50mm x 150mm 2 Panel Mahogany Wood Window Jamb

Pricelist as of February 2013

449 of 545

1 unit
1 unit

2,500.00
4,800.00

1 unit
2 units

1,900.00
2,300.00

Dumalon W.S. Reservoir Tank_Fin

es w/ Screw
pe, ASTM A53-90A Heavy Gauge Standard
ogany Lumber
40m Plyboard
0m Plyboard

gany Lumber
40m Plyboard

s (Heavy Duty) w/ Screw

4
12
1
2.5
3
1
1
1

pcs.
pcs.
pc.
bd.ft.
shts.
sht.
kg.
kg.

160.00
60.00
600.00
34.00
1,100.00
420.00
70.00
75.00

4
2.5
3
1

pcs.
bd.ft.
shts.
kg.

160.00
34.00
1,100.00
75.00

4
8
2
4
1
1
1
1
2

eavy Duty)

pcs.
pcs.
sets
sets
kg.
kg.
kg.
kg.
kgs.

140.00
65.00
950.00
60.00
70.00
65.00
65.00
65.00
65.00

9 days
9 days

366.00
317.00

OF CARPENTRY WORKS

40m Ordinary Plywood

18
333
400
400
8
8
4

pcs.
bd.ft.
bd.ft.
bd.ft.
kgs.
kgs.
kgs.

12 days
12 days

975.00
20.00
20.00
20.00
70.00
70.00
65.00
366.00
317.00

OF SCAFFOLDING & FORM WORKS

ries 1000

6
8
4
2

pcs.
pcs.
pcs.
qrts.

320.00
45.00
90.00
120.00

eries 1000
lbow, Series 1000
lbow, Series 1000
ries 1000

4
6
4
2

pcs.
pcs.
pcs.
pcs.

820.00
85.00
90.00
75.00

Pricelist as of February 2013

450 of 545

Dumalon W.S. Reservoir Tank_Fin

ng, Series 1000
ries 1000
g, Series 1000

tary Tee, Series 1000
tary Wye, Series 1000
ary Tee, Series 1000
ry Tee, Series 1000

M A53-90A Heavy Gauge Standard
B16.3 Class 150 Standard
SI B16.3 Class 150 Standard

I B16.3 Class 150 Standard

mplete Fittings & Accs.
w/ Complete Fittings & Accs.

uble Strainer Floor Drain
ed Frameless Mirror

2
3
2
1
4
2
1
1
8

pcs.
pcs.
pcs.
pc.
pcs.
pcs.
pc.
pc.
qrts.

65.00
320.00
35.00
45.00
170.00
155.00
130.00
65.00
120.00

3
7
4
2
1
5

pcs.
pcs.
pcs.
pcs.
pc.
rolls

460.00
15.00
20.00
260.00
20.00
27.00

1
1
1
1
1
1
2
1

unit
unit
pc.
pc.
pc.
pc.
pcs.
pc.

4,000.00
2,415.00
270.00
160.00
220.00
250.00
150.00
200.00

4 days
4 days

366.00
317.00

4 sets

800.00

1 set

500.00

1
1
1
4
5

pc.
pc.
pc.
pcs.
kgs

260.00
311.00
700.00
65.00
160.00

1
10
3
4
8

pc.
pcs.
pcs.
pcs.
kgs

260.00
311.00
700.00
65.00
160.00

3 days
3 days

394.00
317.00

OF PLUMBING WORKS

m Thk x 13 Blades Smoke x 0.65m width Glass Jalousies

m Thk x 6 Blades x 0.60m width Smoke Glass
OF GLASS WORK
GRILLES)

M.S. Square Bar
M.S. Square Bar
0m. M.S. Flat Bar

Square bars
Square bars
0m. M.S. Flat bars

Pricelist as of February 2013

451 of 545

Dumalon W.S. Reservoir Tank_Fin

w/ Cutting Outfit

3 days
3 days
4 pcs.

2,200.00
300.00
180.00

11 sq.mtr.

1,000.00

3
5
4
10
4
2
1
1
1
2
6
4
2
2
2
2
1
1
1
1

gals.
gals.
gals.
gals.
gals.
gals.
gal
doz.
doz.
pints
pints
pints
pints
qrts.
qrts.
sets
pc.
pc.
pc.
pc.

320.00
1,050.00
500.00
1,050.00
420.00
250.00
620.00
150.00
150.00
105.00
105.00
105.00
105.00
143.00
155.00
68.00
30.00
25.00
30.00
20.00

10 days
10 days

366.00
317.00

TEEL WORKS (Window Grilles)

RKS (LUMP SUM)
er Reinforced Water Proofing
OF WATER PROOFING WORKS (LUMP SUM)

0.00 Sq. M.)

aint Primer

aint Top Coat White Gloss

lvent Based Acrylic Paint
or for Solvent Based Acrylic Paint
r for Solvent Based Acrylic Paint
or for Solvent Based Acrylic Paint

TING WORKS

PTIC VAULT (SEALED)
CED STEEL WORKS

g Compound
einforcing Steel Bars

g Compound
einforcing Steel Bars

Pricelist as of February 2013

452 of 545

6
0.25
0.5
6
5
1

bags
cu.m.
cu.m.
packs
pcs.
kg.

245.00
1,000.00
1,000.00
35.00
190.00
75.00

3
0.25
0.25
3
10
2

bags
cu.m.
cu.m.
packs
pcs.
kgs.

245.00
1,000.00
1,000.00
35.00
190.00
75.00

Dumalon W.S. Reservoir Tank_Fin

2 days
2 days

mm Concrete Hollow Block (NLB)

160
16
1
0.5
14
2

einforcing Steel Bars

pcs.
bags
cu.m.
cu.m.
pcs.
kgs.

2 days
2 days

4m Ordinary Plywood

5
100
150
2
2
1

shts.
bd.ft.
bd.ft.
kgs.
kgs.
kg.

2 days
2 days

olyester Reinforced Water Proofing
STRUCTION OF SEPTIC VAULT

15.7 sq.m.

366.00
317.00

17.00
245.00
1,000.00
1,400.00
190.00
75.00
366.00
317.00

975.00
20.00
20.00
70.00
70.00
65.00
366.00
317.00
1,000.00

RATOR'S ROOM

HOUSE (2.89 SQ. M.)
60 CU.M.)
1 day

317.00

AVATION WORKS

Pricelist as of February 2013

453 of 545

5 bags
0.25 cu.m.
0.5 cu.m.

245.00
1,000.00
1,000.00

3 bags
0.125 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

3 bags
0.125 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

Dumalon W.S. Reservoir Tank_Fin

3 bags
0.125 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

2 bags
0.125 cu.m.
0.125 cu.m.

245.00
1,000.00
1,000.00

3 bags
0.125 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

3 bags
0.125 cu.m.
0.25 cu.m.

245.00
1,000.00
1,000.00

6 bags
0.25 cu.m.
0.5 cu.m.

245.00
1,000.00
1,000.00

5 bags
0.25 cu.m.
0.5 cu.m.

245.00
1,000.00
1,000.00

eam (4.20 Ln.M.)

25 Sq.M.)

m x 20.50 ln.m.)

3 days
3 days

366.00
317.00

3 days
3 days

1,500.00
800.00

med Reinf. Steel Bar

5 pcs
0.5 kg.
2 pcs.

480.00
75.00
65.00

med Reinf. Steel Bar
med Reinf. Steel Bar

16
9
3.5
3

pcs
pcs
kgs.
pcs.

480.00
190.00
75.00
65.00

med Reinf. Steel Bar
med Reinf. Steel Bar

2
3
0.5
2

pcs
pcs
kg.
pcs.

270.00
190.00
75.00
65.00

CRETE WORKS

RKS ( 660.00 KGS.)

med Reinf. Steel Bar
Pricelist as of February 2013

5 pcs

454 of 545

270.00

Dumalon W.S. Reservoir Tank_Fin

med Reinf. Steel Bar

eam (4.20 Ln.M.)
med Reinf. Steel Bar
med Reinf. Steel Bar

25 Sq.M.)
med Reinf. Steel Bar

4 pcs
1.5 kgs.
2 pcs.

190.00
75.00
65.00

2
2
0.5
1

270.00
190.00
75.00
65.00

pcs.
pcs.
kg.
pc.

4 pcs
1 kg.
1 pc.

190.00
75.00
65.00

med Reinf. Steel Bar
med Reinf. Steel Bar

8
10
2
4

pcs
pcs
kgs.
pcs.

480.00
190.00
75.00
65.00

med Reinf. Steel Bar

24 pcs
3 kgs.
8 pcs.

270.00
75.00
65.00

12
11
4
8

pcs
pcs
kgs.
pcs.

240.00
190.00
75.00
65.00

8 days
8 days

366.00
317.00

m x 20.50 ln.m.)
med Reinf. Steel Bar
med Reinf. Steel Bar

NFORCED STEEL WORKS

mm CHB (LB)
mm CHB (NLB)

42
185
16
1.25
12
5
8

med Reinf. Steel Bar

pcs.
pcs.
bags
cu.m.
pcs.
kgs.
pcs.

3 days
3 days

10 bags
0.75 cu.m.
4 days
Pricelist as of February 2013

455 of 545

24.00
17.00
245.00
1,000.00
190.00
75.00
65.00
366.00
317.00

245.00
1,400.00
366.00

Dumalon W.S. Reservoir Tank_Fin

4 days

317.00

ONRY WORKS

17
1
1
1

pcs.
bag
bag
pc.

255.00
305.00
85.00
180.00

2 days
2 days

366.00
317.00

2 days
2 days

300.00
300.00

WORKS

133
200
133
8
2
3
3

40 m Ordinary Plywood

bd.ft.
bd.ft.
bd.ft.
shts.
kgs.
kgs.
kgs.

4 days
4 days

20.00
20.00
20.00
975.00
65.00
70.00
70.00
366.00
317.00

M & SCAFFOLDING WORKS

ed of Doors & Windows:

Pannel Type Door, 50mm x 150mm Mahogany Wood Door Frame
ard w/ 50mm x 100mm Mahogany Wood Door Jamb
m 1-Pannel Window Jamb, 50mm x 150mm Mahogany Wood

2
1
1
4
1

456 of 545

4,400.00

units
unit
unit
pcs.
kg.

800.00
950.00
170.00
140.00
70.00

2 days
2 days

366.00
317.00

5
10
2.5
5
2
2
2

es w/ Screw
gany Lumber
40m Plyboard
0m Plyboard

Pricelist as of February 2013

1 unit

pcs.
pcs.
bd.ft.
shts.
shts.
kgs.
kgs.

160.00
60.00
34.00
1,100.00
420.00
70.00
75.00

Dumalon W.S. Reservoir Tank_Fin

5 days
5 days

366.00
317.00

PENTRY WORKS

M.S. Square Bar
M.S. Square Bar
0m M.S. Flat Bar

1
4
2
4
8
2
1

hine w/ Cutting Outfit

pc.
pcs.
pcs.
pcs.
kgs
cyls.
cyl.

260.00
311.00
880.00
65.00
160.00
750.00
1,500.00

3 days
3 days

394.00
317.00

3 days
3 days
1 pc.

2,200.00
400.00
180.00

EL WORKS

m Thk x 13 Blades x 0.60m width Smoke Glass Jalousies
2 sets

800.00

2
3
2
1
1

pcs.
pcs.
pcs.
qrt.
pc.

306.00
45.00
80.00
334.00
68.00

1 day
1 day

366.00
317.00

OF GLASS WORK (LUMP SUM)

anitary Pipe Series 1000
ary Elbow, Series 1000
Series 1000

ss Floor Drain

OF PLUMBING WORKS

KS (LUMP SUM)
Polyester Reinforced Waterproofing
OF WATERPROOFING WORKS (LUMP SUM)

2.9 sq.mtr.

1,000.00

00 Sq. M.)
1
2
1
4
1
1
1
1
1

aint Primer

aint Top Coat White Gloss
aint Reducer

or for Solvent Based Acrylic Paint
Pricelist as of February 2013

457 of 545

gal.
gals.
gal.
gals.
gal.
gal.
doz.
doz.
pint

320.00
1,050.00
400.00
1,050.00
420.00
520.00
150.00
150.00
105.00

Dumalon W.S. Reservoir Tank_Fin

r for Solvent Based Acrylic Paint
or for Solvent Based Acrylic Paint

1
1
1
1
1

pint
pint
pc.
pc.
pc.

5 days
5 days

105.00
105.00
25.00
30.00
20.00
366.00
317.00

TING WORKS

CONSTRUCTION OF GUARD HOUSE

Q. MTR.) CHLORINE ROOM

ED STEEL WORKS

med Reinf. Steel Bar
med Reinf. Steel Bar

g Compound (900 g)
ed Reinf. Steel Bar

ed Reinf. Steel Bar

ed Reinf. Steel Bar
ed Reinf. Steel Bar

12
0.5
1.25
18
8
3

bags
cu.m.
cu.m.
pcs.
pcs.
kgs.

245.00
1,000.00
1,000.00
190.00
270.00
75.00

7
0.25
0.5
7
18
3

bags
cu.m.
cu.m.
packs
pcs.
kgs.

245.00
1,000.00
1,000.00
35.00
270.00
75.00

3
0.25
0.5
7
1

bags
cu.m.
cu.m.
pcs.
kg.

245.00
1,000.00
1,000.00
190.00
75.00

2
0.125
0.125
1
1
1

bags
cu.m.
cu.m.
pc.
pc.
kgs.

245.00
1,000.00
1,000.00
270.00
190.00
75.00

7 days
7 days

366.00
317.00

CRETE & REINFORCED STEEL WORKS

mm CHB (NLB)

Pricelist as of February 2013

70 pcs.
10 bags
0.25 cu.m.

458 of 545

17.00
245.00
1,000.00

Dumalon W.S. Reservoir Tank_Fin

0.5 cu.m.
5 pcs.
1 kg.

rmed Reinf. Steel Bar

3 days
3 days

1,400.00
190.00
75.00
366.00
317.00

ONRY WORKS

ed PVC Door

2100mm PVC Door w/ Jamb, Door Knob, Hinges & Screw
eavy Duty)

40m Ordinary Plywood

1 unit
1 unit

5
133
200
4
4
2

shts.
bd.ft.
bd.ft.
kgs.
kgs.
kgs.

4 days
4 days

2,200.00
950.00

975.00
20.00
20.00
70.00
70.00
65.00
366.00
317.00

PENTRY WORKS

aint Primer

1
1
2
1
1
1
1
1
1

op Coat White Gloss Paint
aint Reducer
lvent Based Acrylic Paint
or for Solvent Based Acrylic Paint
r for Solvent Based Acrylic Paint
or for Solvent Based Acrylic Paint

gal.
gal.
gals.
gal.
pint
pint
pint
pint
pc.

1,050.00
500.00
1,050.00
420.00
105.00
105.00
105.00
105.00
30.00

3 days
3 days

317.00
317.00

TING WORKS

KS (LUMP SUM)
6.21 sq.mtr.

1,000.00

ER PROOFING WORKS

OF CHLORINE ROOM

69,126

M Ø & 300MM Ø RCCP DRAINAGE SYSTEM

3 days
3 days

366.00
317.00

AVATION WORKS
Pricelist as of February 2013

459 of 545

Dumalon W.S. Reservoir Tank_Fin

ED STEEL WORKS
28
1.5
3
26
2

med Reinf. Steel Bar

bags
cu.m.
cu.m.
pcs.
kgs.

8 days
8 days

245.00
1,000.00
1,000.00
190.00
75.00
366.00
317.00

CRETE & REINFORCED STEEL WORKS

mm CHB (NLB)

330
14
2
1

pcs.
bags
cu.m.
cu.m.

7 days
7 days

17.00
245.00
1,000.00
1,400.00
366.00
317.00

ONRY WORKS

300mmØ RCCP
22
16
9
0.5

pcs.
pcs.
bags
cu.m.

7 days
7 days

1,078.00
748.00
245.00
1,000.00
366.00
317.00

NG OF 200mm Ø & 300mmØ RCCP

STRUCTION OF 300MM Ø RCCP DRAINAGE SYSTEM

102,740

RETE CATWALK/DRIVE WAY

inf. Steel Bar

21
1.25
2.5
25
3
4

bags
cu.m.
cu.m.
pcs.
kgs.
pcs.

245.00
1,000.00
1,000.00
190.00
65.00
65.00

141
7
10.5
25
25
32
107

bags
cu.m.
cu.m.
cu.m.
cu.m.
bd.ft.
bd.ft.

245.00
1,000.00
1,000.00
800.00
450.00
20.00
20.00

way (106 Sq.M.)

ase Course)
ub-Base Course)

Pricelist as of February 2013

460 of 545

Dumalon W.S. Reservoir Tank_Fin

2 kgs.
2 kgs.

70.00
70.00

8 days
8 days

366.00
317.00

5 days
5 days

800.00
1,500.00

5 days
5 days

366.00
317.00

STRUCTION OF CONCRETE CATWALK/DRIVE WAY

N.M. RIPRAP

179
230
25.5
140
3
6
9

inf. Steel Bar

ry Pipe Series-1000

cu.m.
bags
cu.m.
pcs.
kgs.
pcs.
pcs.

900.00
245.00
1,000.00
270.00
65.00
65.00
473.00

25 days
25 days

366.00
317.00

25 days
25 days

800.00
1,500.00

6 cu.m.
35 sq.m.

1,200.00
320.00

STRUCTION OF 59.00 LN.M. RIPRAP

5 days
5 days

366.00
317.00

5 days

7,200.00

1 lot

2,000.00

1 assy.

8,160.00

DSCAPING WORKS

31
LIZATION

TALLATION OF KW-HR METER, RACEWAY AND ACCESSORIES

ital), 250 Volts, Single Phase, Assembly,
, complete w/ Rectangular Base

1 lot
Pricelist as of February 2013

461 of 545

100.00

Dumalon W.S. Reservoir Tank_Fin

1
1
1
1
4
1

Rack w/ Spool Insulator

pc.
pc.
pc.
pc.
pc.
pc.

41.00
367.00
8.00
6.00
7.00
142.00

1 day
1 day

366.00
317.00

N OF ELECTRICAL FACILITIES FOR OPERATORS ROOM

t Breaker, Single Phase, 250 Volts, Panel Board
Coated Finished Panel Box
Branches of:
Branch

1 set

Sweep Elbow

Sweep Elbow

Rack w/ Spool Insulator
zed/Mirrorized Fluorescent Luminaire with 1x40 Watts Fluorescent Tube

ndustrial Type
(flush type), w/ Led Set, 10A, 250V
(flush type), w/ Led Set, 10A, 250V

tlet w/ plate (flush type)
tlet w/ plate - weatherproof (flush type)
Box ( H.D.)
x ( H.D.) w/ Cover

lytype Electrical Tape
bber Tape

60
92
75
1
1
1
1
1
48
15
10
12
8
12
1
2
3
1
1
2
3
3
1
7
9
3
1
1
5
2

mtrs.
mtrs.
mtrs.
pc.
pc.
pc.
pc.
pc.
mtrs.
pcs.
pcs.
pcs.
pcs.
pcs.
pc.
pcs.
pcs.
pc.
pc.
pcs.
pcs.
pcs.
pc.
pcs.
pcs.
kgs.
qrt.
mtrs.
pcs.
pcs.

7 days
7 days

5,766.00

84.00
32.00
23.00
41.00
131.00
26.00
8.00
6.00
8.00
86.00
17.00
6.00
5.00
4.00
142.00
1,132.00
148.00
5,477.00
71.00
107.00
31.00
107.00
173.00
21.00
24.00
75.00
460.00
13.00
25.00
102.00
366.00
317.00

N OF ELECTRICAL FACILITIES FOR GUARD HOUSE & CHLORINATOR ROOM

Proof Street Light
Pricelist as of February 2013

1 pc.
1 roll

462 of 545

500.00
4,725.00

Dumalon W.S. Reservoir Tank_Fin

Sweep Elbow

zed/Mirrorized Fluorescent Luminaire with 1x20 Watts Fluorescent Tube

ght CFL bulb with Par Lamp Holder
(flush type), w/ Led Set, 10A, 250V
(flush type), w/ Led Set, 10A, 250V
(flush type), w/ Led Set, 10A, 250V

tlet w/ plate (flush type)
Box ( H.D.)
x ( H.D.) w/ Cover

lytype Electrical Tape
bber Tape

16
15
10
12
8
12
1
3
1
1
1
1
4
2
5
13
2
1
0.5
5
2

pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
pc.
pcs.
pc.
pc.
pc.
pc.
pcs.
pcs.
pcs.
pcs.
kgs.
qrt.
mtr.
pcs.
pcs.

8.00
86.00
17.00
6.00
5.00
4.00
977.00
148.00
928.00
71.00
107.00
143.00
31.00
107.00
21.00
24.00
75.00
460.00
13.00
25.00
102.00

7 days
7 days

366.00
317.00

N OF ELECTRICAL FACILITIES FOR SIGNAGE AND PERIMETER LIGHTINGS

Sweep Elbow

h cage, globe type, (250mmx250mm)
with 23 watts Capsulated CFL
x ( H.D.) w/ Cover

lytype Electrical Tape
bber Tape

2
35
8
36
18
12

rolls
pcs.
pcs.
pcs.
pcs.
pcs.

4,725.00
86.00
17.00
6.00
5.00
4.00

6
16
3
1
2
5
2

sets
pcs.
kgs.
qrt.
mtrs.
pc.
pc.

1,770.00
24.00
75.00
460.00
13.00
25.00
102.00

7 days
7 days

366.00
317.00

CTRICAL WORKS

for ordinary plywood should mean commercially avaiable measurements with tolerance of ± 1mm.

Pricelist as of February 2013

463 of 545

Dumalon W.S. Reservoir Tank_Fin

S U M M A R Y

NITS TEMPORARY FACILITY

U.M. GROUND RESERVOIR AT SITIO BANDERA, DULIAN, Z.C.

TION/HAULING OF MATERIAL
CU.M. GROUND TANK
CAVATION WORKS (262.00 Cu.M.)

KS (23,329.60 KGS.)

TEST & GROUTING LEAK
VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES
OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX

S FOR TOP SLAB
D HYPOCHLORINATOR

IMETER FENCE
EXCAVATION WORKS
80 Cu.M.)
KS (1,940.10 KGS.)

Q. MTR.) OPERATOR'S ROOM

KS (1,093.10 KGS.)

GRILLES)
S (LUMP SUM)
0 Sq. M.)
TIC VAULT (SEALED)

HOUSE (2.89 SQ. M.)

KS ( 660.00 KGS.)

Pricelist as of February 2013

464 of 545

Dumalon W.S. Reservoir Tank_Fin

S (LUMP SUM)

Q. MTR.) CHLORINE ROOM
D STEEL WORKS

Pricelist as of February 2013

465 of 545

Dumalon W.S. Reservoir Tank_Fin

(LUMP SUM)

M Ø & 300MM Ø RCCP DRAINAGE SYSTEM

RETE CATWALK/DRIVE WAY

U.M. GROUND RESERVOIR AT BALUNO, Z.C.

TION/HAULING OF MATERIAL
CU.M. GROUND TANK
N WORKS (262.00 Cu.M.)

KS (23,329.60 KGS.)

TEST & GROUTING LEAK
VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES
OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX

S FOR TOP SLAB
D HYPOCHLORINATOR

IMETER FENCE
EXCAVATION WORKS
80 Cu.M.)
KS (1,940.10 KGS.)

Q. MTR.) OPERATOR'S ROOM

KS (1,093.10 KGS.)

GRILLES)
S (LUMP SUM)
0 Sq. M.)
TIC VAULT (SEALED)

HOUSE (2.89 SQ. M.)

KS ( 660.00 KGS.)

Pricelist as of February 2013

466 of 545

Dumalon W.S. Reservoir Tank_Fin

S (LUMP SUM)

Q. MTR.) CHLORINE ROOM
D STEEL WORKS

(LUMP SUM)

M Ø & 300MM Ø RCCP DRAINAGE SYSTEM

RETE CATWALK/DRIVE WAY

N.M. RIPRAP

Reviewed & Checked by:

Submitted by:

MARIE CLAIRE C. BONGO
Principal Engineer C
Planning & Design Division

Recommending Project Implementation:

Approved for project Implementation:

ARNULFO A. ALFONSO
Department Manager C
Pricelist as of February 2013

MARLI P. ACOSTA - D
Division Manag
Planning & Design

467 of 545

LEONARDO REY D. VASQUE
General Manager A
Dumalon W.S. Reservoir Tank_Fin

Maintenance Department

Pricelist as of February 2013

468 of 545

Dumalon W.S. Reservoir Tank_Fin

CT

ITIO BANDERA, BRGY. DULIAN & AT BRY. BALUNO

Pricelist as of February 2013

469 of 545

Dumalon W.S. Reservoir Tank_Fin

Pricelist as of February 2013

470 of 545

Dumalon W.S. Reservoir Tank_Fin

2,400.00
2,400.00
2,400.00
2,400.00
2,400.00

Pricelist as of February 2013

12,000.00

471 of 545

Dumalon W.S. Reservoir Tank_Fin

7,200.00
6,000.00
6,000.00
1,600.00
1,600.00
2,500.00
2,500.00
2,000.00
2,000.00
30,000.00

2,660.00
3,600.00
2,660.00
19,500.00
5,304.00
70.00
65.00
70.00
70.00
1,464.00
1,268.00

Pricelist as of February 2013

22,400.00

9,000.00
43,400.00
30,000.00
30,000.00

33,999.00

2,732.00
36,731.00

251,520.00

251,520.00
251,520.00

50,000.00

50,000.00

38,040.00

38,040.00

288,000.00

288,000.00
376,040.00

7,320.00

7,320.00

472 of 545

Dumalon W.S. Reservoir Tank_Fin

40,000.00
1,200.00
4,000.00

45,200.00
52,520.00

53,340.00
60,000.00
53,340.00
136,500.00
3,500.00
2,800.00

Pricelist as of February 2013

473 of 545

Dumalon W.S. Reservoir Tank_Fin

1,950.00
43,920.00
76,080.00

Pricelist as of February 2013

311,430.00

120,000.00
431,430.00

11,760.00
4,500.00

16,260.00

7,350.00
1,250.00
2,000.00
1,500.00
900.00

13,000.00

11,760.00
2,000.00
3,250.00
2,500.00
1,440.00

20,950.00

735.00
125.00
250.00
213.00

1,323.00

7,350.00
1,250.00
2,000.00
1,050.00
900.00

12,550.00

12,250.00
2,250.00
3,250.00
1,750.00
1,500.00

21,000.00

735.00
125.00
250.00

1,110.00

4,655.00
750.00
1,250.00
665.00
570.00

7,890.00

474 of 545

Dumalon W.S. Reservoir Tank_Fin

Pricelist as of February 2013

4,165.00
750.00
1,250.00
595.00

6,760.00

39,935.00
7,000.00
10,750.00
5,705.00
4,890.00

68,280.00

30,000.00
32,095.00
5,750.00
8,500.00
4,585.00
3,930.00

84,860.00

37,975.00
7,000.00
10,250.00
5,425.00
4,650.00

65,300.00

4,900.00
750.00
1,250.00

6,900.00

475 of 545

Dumalon W.S. Reservoir Tank_Fin

141,120.00
25,500.00
38,000.00
17,280.00
20,160.00
76,000.00

318,060.00

5,145.00
750.00
1,250.00
540.00

7,685.00

46,848.00
202,880.00

249,728.00

9,600.00
96,000.00
64,000.00

Pricelist as of February 2013

169,600.00
1,071,256.00

41,800.00
225.00

42,025.00

29,260.00
150.00

29,410.00

960.00
75.00

1,035.00

14,630.00
4,560.00
225.00

19,415.00

50,160.00
14,250.00
825.00

65,235.00

50,160.00
10,640.00
600.00

61,400.00

960.00
330.00
75.00

1,365.00

476 of 545

Dumalon W.S. Reservoir Tank_Fin

Pricelist as of February 2013

45,980.00
31,372.00
600.00

77,952.00

3,410.00
85,800.00
33,600.00
2,625.00

125,435.00

56,700.00
2,625.00

59,325.00

12,480.00
2,430.00
10,070.00
300.00

25,280.00

12,276.00
3,610.00
300.00

16,186.00

5,456.00
1,900.00
150.00

7,506.00

477 of 545

Dumalon W.S. Reservoir Tank_Fin

314,545.00
119,350.00
175,200.00
8,320.00
7,020.00
2,625.00

627,060.00

190.00
1,440.00
6,480.00
195.00
6,000.00

14,305.00

55,632.00
48,184.00

103,816.00

11,400.00
11,400.00

22,050.00
12,250.00
16,104.00
13,948.00

22,800.00
1,299,550.00

34,300.00

30,052.00
64,352.00

36,000.00
32,000.00
2,700.00
49,600.00
7,600.00
190.00
520.00
1,600.00
2,900.00

133,110.00

24,080.00
39,050.00
1,300.00
3,200.00
1,950.00

69,580.00

880.00
495.00
1,500.00
900.00
Pricelist as of February 2013

478 of 545

Dumalon W.S. Reservoir Tank_Fin

260.00
320.00

4,355.00

23,640.00
19,020.00

42,660.00

66,000.00
12,000.00
720.00

7,000.00
52,000.00

Pricelist as of February 2013

78,720.00
328,425.00

59,000.00

479 of 545

Dumalon W.S. Reservoir Tank_Fin

2,196.00
3,804.00

6,000.00
65,000.00

685,200.00

11,000.00
11,000.00
300.00
4,000.00
6,370.00
1,250.00
2,500.00
22,080.00
375.00
12,500.00
160.00
4,950.00
1,800.00
3,000.00
5,850.00
2,660.00
4,000.00
5,340.00
140.00
140.00
65.00
780.00
480.00
8,784.00
2,728.00
15,216.00

711,500.00

74,440.00

26,728.00

0.00
0.00
0.00
0.00
0.00
0.00
Pricelist as of February 2013

480 of 545

Dumalon W.S. Reservoir Tank_Fin

0.00
0.00
0.00
0.00
0.00

-

0.00

-

0.00
0.00
0.00
0.00
0.00
0.00
0.00

-

0.00

-

0.00

7,940.00
950.00
9,600.00
3,800.00
12,900.00
2,400.00

37,590.00

4,800.00
3,480.00
1,080.00

9,360.00

2,728.00
5,072.00

7,800.00
867,418.00

572,000.00

Pricelist as of February 2013

481 of 545

Dumalon W.S. Reservoir Tank_Fin

7,830.00
5,082.00
375.00
1,520.00
6,860.00
1,250.00
2,500.00
21,120.00
375.00
12,500.00
160.00
990.00
1,800.00
1,500.00
7,800.00
4,000.00
4,000.00
5,340.00
140.00
140.00
65.00
390.00
320.00
6,588.00
2,046.00
7,608.00

586,807.00

71,250.00

16,242.00
674,299.00

1,920.00
10,500.00
5,000.00
21,000.00
2,520.00
2,000.00
1,280.00
300.00
300.00
210.00
630.00
210.00
Pricelist as of February 2013

482 of 545

Dumalon W.S. Reservoir Tank_Fin

210.00
1,140.00
1,240.00
360.00
90.00
40.00
25.00

Pricelist as of February 2013

48,975.00

483 of 545

Dumalon W.S. Reservoir Tank_Fin

10,980.00
9,510.00

37,700.00

20,490.00
69,465.00
37,700.00
37,700.00

90,000.00

52.00
91.00
63.00
11.00
11.00
6.00
22.00
18.00
30.00
20.00
26.00
260.00
4,000.00
18,922.00

94,610.00
18,922.00
113,532.00

5,074,947.00

600.00
1,000.00
1,098.00
3,804.00

1,600.00

4,902.00
6,502.00

4,655.00
Pricelist as of February 2013

484 of 545

Dumalon W.S. Reservoir Tank_Fin

Pricelist as of February 2013

1,000.00
2,000.00
1,000.00

8,655.00

5,145.00
1,000.00
2,000.00
2,000.00

10,145.00

5,750.00
1,250.00
2,500.00

9,500.00

8,050.00
1,750.00
3,500.00

13,300.00

485 of 545

Dumalon W.S. Reservoir Tank_Fin

5,290.00
1,125.00
2,250.00

8,665.00

3,680.00
750.00
1,500.00

5,930.00

4,392.00
19,020.00

23,412.00

9,000.00
4,800.00
7,200.00

Pricelist as of February 2013

21,000.00
100,607.00

6,720.00
130.00
260.00

7,110.00

11,520.00
195.00
390.00

12,105.00

12,600.00
6,600.00
455.00
390.00

20,045.00

26,880.00
14,820.00
1,170.00
520.00

43,390.00

5,400.00
3,610.00
325.00
390.00

9,725.00

10,800.00
4,560.00
585.00
780.00

16,725.00

10,980.00
19,020.00

30,000.00

486 of 545

Dumalon W.S. Reservoir Tank_Fin

4,500.00
4,500.00

26,950.00
5,000.00
4,200.00
15,181.00
3,432.00
4,750.00
260.00
390.00
10,248.00
8,876.00

Pricelist as of February 2013

9,000.00
148,100.00

60,163.00

19,124.00
79,287.00

487 of 545

Dumalon W.S. Reservoir Tank_Fin

15,600.00
8,000.00
8,000.00
6,660.00
560.00
420.00
325.00
5,490.00
9,510.00

15,000.00
54,565.00

27,520.00
14,080.00
20,520.00
35,000.00
2,400.00
1,950.00

101,470.00

7,320.00
25,360.00

32,680.00

44,000.00
6,000.00
720.00

1,280.00
10,500.00
21,000.00
2,940.00
2,280.00
2,480.00
720.00
210.00
840.00
210.00
210.00
300.00
300.00
90.00
30.00
40.00
120.00
75.00
7,608.00
7,608.00
Pricelist as of February 2013

39,565.00

50,720.00
184,870.00

43,625.00

15,216.00
58,841.00

488 of 545

Dumalon W.S. Reservoir Tank_Fin

13,000.00
640.00
3,600.00
3,450.00
420.00
1,464.00
1,268.00

21,110.00
2,732.00
23,842.00

656,614.00

Pricelist as of February 2013

489 of 545

Dumalon W.S. Reservoir Tank_Fin

1,268.00

Pricelist as of February 2013

1,268.00
1,268.00

1,470.00
250.00
500.00

2,220.00

1,715.00
500.00
750.00

2,965.00

1,225.00
250.00
500.00

1,975.00

980.00
250.00
500.00

1,730.00

2,940.00
500.00
1,000.00

4,440.00

735.00
250.00
250.00

1,235.00

2,940.00
500.00
1,000.00

4,440.00

5,635.00
1,000.00
2,000.00

8,635.00

980.00
250.00
250.00

1,480.00

1,464.00
10,144.00

11,608.00

490 of 545

Dumalon W.S. Reservoir Tank_Fin

6,000.00
2,000.00

Pricelist as of February 2013

8,000.00
48,728.00

1,920.00
65.00
130.00

2,115.00

3,840.00
2,090.00
65.00
130.00

6,125.00

810.00
950.00
130.00
130.00

2,020.00

2,430.00
1,330.00
130.00
130.00

4,020.00

491 of 545

Dumalon W.S. Reservoir Tank_Fin

3,610.00
65.00
195.00

3,870.00

1,080.00
760.00
65.00
65.00

1,970.00

10,560.00
5,700.00
455.00
650.00

17,365.00

17,550.00
390.00
650.00

18,590.00

1,350.00
1,520.00
195.00
195.00

3,260.00

5,124.00
8,876.00

14,000.00

4,200.00

4,200.00
77,535.00

17,885.00
3,500.00
2,800.00
10,880.00
5,520.00
7,980.00
225.00
780.00

49,570.00

10,248.00
8,876.00

19,124.00

6,240.00
13,770.00
1,525.00
Pricelist as of February 2013

492 of 545

Dumalon W.S. Reservoir Tank_Fin

425.00
455.00
180.00

22,595.00

6,588.00
5,706.00

12,294.00

1,500.00
1,500.00

3,000.00
106,583.00

2,500.00
4,800.00
1,900.00
4,600.00

13,800.00

640.00
720.00
600.00
85.00
3,300.00

Pricelist as of February 2013

493 of 545

Dumalon W.S. Reservoir Tank_Fin

420.00
70.00
75.00
640.00
85.00
3,300.00
75.00

10,010.00

560.00
520.00
1,900.00
240.00
70.00
65.00
65.00
65.00
130.00
3,294.00
2,853.00

17,550.00
6,660.00
8,000.00
8,000.00
560.00
560.00
260.00
4,392.00
3,804.00

3,615.00

6,147.00
33,572.00

41,590.00

8,196.00
49,786.00

1,920.00
360.00
360.00
240.00

2,880.00

3,280.00
510.00
360.00
150.00
130.00
960.00
70.00
45.00
680.00
310.00
Pricelist as of February 2013

494 of 545

Dumalon W.S. Reservoir Tank_Fin

130.00
65.00
960.00

7,650.00

1,380.00
105.00
80.00
520.00
20.00
135.00

2,240.00

4,000.00
2,415.00
270.00
160.00
220.00
250.00
300.00
200.00

7,815.00

1,464.00
2,536.00

Pricelist as of February 2013

4,000.00
24,585.00

495 of 545

Dumalon W.S. Reservoir Tank_Fin

3,200.00
500.00

3,700.00
3,700.00

260.00
311.00
700.00
260.00
800.00

2,331.00

260.00
3,110.00
2,100.00
260.00
1,280.00

7,010.00

1,182.00
1,902.00

3,084.00

6,600.00
900.00
720.00

11,000.00

8,220.00
20,645.00
11,000.00
11,000.00

960.00
5,250.00
2,000.00
10,500.00
1,680.00
500.00
620.00
150.00
150.00
210.00
630.00
420.00
210.00
286.00
310.00
136.00
30.00
25.00
30.00
Pricelist as of February 2013

496 of 545

Dumalon W.S. Reservoir Tank_Fin

20.00
3,660.00
3,170.00

24,117.00

6,830.00
30,947.00

1,470.00
250.00
500.00
210.00
950.00
75.00

3,455.00

735.00
250.00

Pricelist as of February 2013

497 of 545

Dumalon W.S. Reservoir Tank_Fin

250.00
105.00
1,900.00
150.00

3,390.00

732.00
1,268.00

2,000.00

2,720.00
3,920.00
1,000.00
700.00
2,660.00
150.00

11,150.00

732.00
634.00

1,366.00

4,875.00
2,000.00
3,000.00
140.00
140.00
65.00

10,220.00

732.00
634.00

1,366.00

15,700.00
Php

15,700.00
48,647.00
456,996.00

634.00

Pricelist as of February 2013

634.00
634.00

1,225.00
250.00
500.00

1,975.00

735.00
125.00
250.00

1,110.00

498 of 545

Dumalon W.S. Reservoir Tank_Fin

Pricelist as of February 2013

735.00
125.00
250.00

1,110.00

735.00
125.00
250.00

1,110.00

490.00
125.00
125.00

740.00

735.00
125.00
250.00

1,110.00

735.00
125.00
250.00

1,110.00

1,470.00
250.00
500.00

2,220.00

499 of 545

Dumalon W.S. Reservoir Tank_Fin

1,225.00
250.00
500.00

1,975.00

1,098.00
3,804.00

4,902.00

4,500.00
2,400.00

6,900.00
24,262.00

2,400.00
37.50
130.00

2,567.50

7,680.00
1,710.00
262.50
195.00

9,847.50

540.00
570.00
37.50
130.00

1,277.50

1,350.00
760.00
112.50
130.00

2,352.50

540.00
380.00
38.00
65.00

1,023.00

760.00
75.00
65.00

900.00

3,840.00
1,900.00
150.00
260.00

6,150.00

6,480.00
Pricelist as of February 2013

500 of 545

Dumalon W.S. Reservoir Tank_Fin

225.00
520.00

7,225.00

2,880.00
2,090.00
300.00
520.00

5,790.00

2,928.00
5,072.00

8,000.00
45,133.00

1,008.00
3,145.00
3,920.00
1,250.00
2,280.00
375.00
520.00

12,498.00

1,098.00
951.00

2,049.00

2,450.00
1,050.00

3,500.00

1,464.00
1,268.00

2,732.00
20,779.00

4,335.00
305.00
85.00
180.00

4,905.00

732.00
634.00

1,366.00

600.00
600.00

1,200.00
7,471.00

2,660.00
4,000.00
Pricelist as of February 2013

501 of 545

Dumalon W.S. Reservoir Tank_Fin

2,660.00
7,800.00
130.00
210.00
210.00
1,464.00
1,268.00

17,670.00

2,732.00
20,402.00

4,400.00
1,600.00
950.00
170.00
560.00
70.00

7,750.00

732.00
634.00

1,366.00

800.00
600.00
85.00
5,500.00
840.00
140.00
150.00

8,115.00

1,830.00
1,585.00

Pricelist as of February 2013

3,415.00
20,646.00

502 of 545

Dumalon W.S. Reservoir Tank_Fin

260.00
1,244.00
1,760.00
260.00
1,280.00
1,500.00
1,500.00

7,804.00

1,182.00
951.00

2,133.00

6,600.00
1,200.00
180.00

1,600.00

7,980.00
17,917.00

1,600.00
1,600.00

612.00
135.00
160.00
334.00
68.00
366.00
317.00

2,900.00

1,309.00

683.00
1,992.00
2,900.00
2,900.00

320.00
2,100.00
400.00
4,200.00
420.00
520.00
150.00
150.00
105.00
105.00
105.00
25.00
30.00
20.00
Pricelist as of February 2013

503 of 545

8,650.00
Dumalon W.S. Reservoir Tank_Fin

1,830.00
1,585.00

3,415.00
12,065.00
175,801.00

Pricelist as of February 2013

504 of 545

Dumalon W.S. Reservoir Tank_Fin

2,940.00
500.00
1,250.00
3,420.00
2,160.00
225.00

10,495.00

1,715.00
250.00
500.00
245.00
4,860.00
225.00

7,795.00

735.00
250.00
500.00
1,330.00
75.00

2,890.00

490.00
125.00
125.00
270.00
190.00
75.00

1,275.00

2,562.00
4,438.00

7,000.00
29,455.00

1,190.00
2,450.00
250.00
700.00
950.00
75.00
1,098.00
951.00

5,615.00

2,049.00
7,664.00

2,200.00
Pricelist as of February 2013

505 of 545

Dumalon W.S. Reservoir Tank_Fin

950.00

3,150.00

4,875.00
2,660.00
4,000.00
280.00
280.00
130.00

12,225.00

1,464.00
2,536.00

Pricelist as of February 2013

4,000.00
19,375.00

506 of 545

Dumalon W.S. Reservoir Tank_Fin

1,050.00
500.00
2,100.00
420.00
105.00
105.00
105.00
105.00
30.00
951.00
951.00

6,210.00

4,520.00

1,902.00
6,422.00
6,210.00
6,210.00

69,126.00

1,098.00
3,804.00

6,860.00
1,500.00
3,000.00
4,940.00
150.00
2,928.00
2,536.00

5,610.00
3,430.00
2,000.00
1,400.00
2,562.00
2,219.00

23,716.00
11,968.00
2,205.00
500.00
Pricelist as of February 2013

4,902.00
4,902.00

16,450.00

5,464.00
21,914.00

12,440.00

4,781.00
17,221.00

38,389.00

507 of 545

Dumalon W.S. Reservoir Tank_Fin

2,562.00
17,752.00

20,314.00
58,703.00

102,740.00

Pricelist as of February 2013

508 of 545

Dumalon W.S. Reservoir Tank_Fin

5,145.00
1,250.00
2,500.00
4,750.00
195.00
260.00

14,100.00

34,545.00
7,000.00
10,500.00
20,000.00
11,250.00
640.00
2,140.00
140.00
140.00

86,355.00

5,856.00
20,288.00

26,144.00

4,000.00
7,500.00

11,500.00
138,099.00

7,200.00
11,200.00

18,400.00

3,660.00
3,170.00

6,830.00

36,000.00

2,000.00

36,000.00
61,230.00

2,000.00

8,160.00
100.00
41.00
367.00
8.00
6.00
28.00
142.00
Pricelist as of February 2013

509 of 545

8,852.00
Dumalon W.S. Reservoir Tank_Fin

366.00
317.00

683.00
9,535.00

5,766.00

5,040.00
2,944.00
1,725.00
41.00
131.00
26.00
8.00
6.00
384.00
1,290.00
170.00
72.00
40.00
48.00
142.00
2,264.00
444.00
5,477.00
71.00
214.00
93.00
321.00
173.00
147.00
216.00
225.00
460.00
13.00
125.00
204.00
2,562.00
2,219.00

28,280.00

4,781.00
33,061.00

500.00
4,725.00
128.00
1,290.00
170.00
72.00
40.00
48.00
Pricelist as of February 2013

510 of 545

Dumalon W.S. Reservoir Tank_Fin

977.00
444.00
928.00
71.00
107.00
143.00
124.00
214.00
105.00
312.00
150.00
460.00
7.00
125.00
204.00
2,562.00
2,219.00

11,344.00

4,781.00
16,125.00

9,450.00
3,010.00
136.00
216.00
90.00
48.00
10,620.00
384.00
225.00
460.00
26.00
125.00
204.00
2,562.00
2,219.00

24,994.00

4,781.00
29,775.00
90,496.00

Pricelist as of February 2013

50,000.00

50,000.00

38,040.00

38,040.00

288,000.00

288,000.00
376,040.00

511 of 545

Dumalon W.S. Reservoir Tank_Fin

7,320.00
40,000.00
1,200.00
4,000.00

53,340.00
60,000.00
53,340.00
136,500.00
3,500.00
2,800.00
1,950.00
43,920.00
76,080.00

Pricelist as of February 2013

7,320.00

45,200.00
52,520.00

311,430.00

120,000.00
431,430.00

11,760.00
4,500.00

16,260.00

7,350.00
1,250.00
2,000.00
1,500.00
900.00

13,000.00

11,760.00
2,000.00
3,250.00
2,500.00
1,440.00

20,950.00

735.00
125.00
250.00
213.00

1,323.00

7,350.00
1,250.00
2,000.00
1,050.00
900.00

12,550.00

512 of 545

Dumalon W.S. Reservoir Tank_Fin

Pricelist as of February 2013

12,250.00
2,250.00
3,250.00
1,750.00
1,500.00

21,000.00

735.00
125.00
250.00

1,110.00

4,655.00
750.00
1,250.00
665.00
570.00

7,890.00

4,165.00
750.00
1,250.00
595.00

6,760.00

39,935.00
7,000.00
10,750.00
5,705.00
4,890.00

68,280.00

30,000.00
32,095.00
5,750.00
8,500.00
4,585.00
3,930.00

84,860.00

37,975.00
7,000.00
10,250.00
5,425.00
4,650.00

65,300.00

4,900.00
750.00
1,250.00

6,900.00

141,120.00
25,500.00
38,000.00
17,280.00
20,160.00
76,000.00

318,060.00

513 of 545

Dumalon W.S. Reservoir Tank_Fin

5,145.00
750.00
1,250.00
540.00

7,685.00

46,848.00
202,880.00

249,728.00

9,600.00
96,000.00
64,000.00

169,600.00
1,071,256.00

41,800.00
225.00

42,025.00

29,260.00
150.00

29,410.00

960.00
75.00

1,035.00

14,630.00
4,560.00
225.00

19,415.00

50,160.00
14,250.00
825.00

65,235.00

50,160.00
10,640.00
600.00

61,400.00

960.00
330.00
75.00

1,365.00

45,980.00
31,372.00
600.00

77,952.00

3,410.00
85,800.00
33,600.00
Pricelist as of February 2013

514 of 545

Dumalon W.S. Reservoir Tank_Fin

2,625.00

125,435.00

56,700.00
2,625.00

59,325.00

12,480.00
2,430.00
10,070.00
300.00

25,280.00

12,276.00
3,610.00
300.00

16,186.00

5,456.00
1,900.00
150.00

7,506.00

314,545.00
119,350.00
175,200.00
8,320.00
7,020.00
2,625.00

627,060.00

190.00
1,440.00
6,480.00
195.00
6,000.00

14,305.00

55,632.00
48,184.00

103,816.00

11,400.00
11,400.00

22,050.00
12,250.00
16,104.00
13,948.00

Pricelist as of February 2013

22,800.00
1,299,550.00

34,300.00

30,052.00
64,352.00

515 of 545

Dumalon W.S. Reservoir Tank_Fin

36,000.00
32,000.00
2,700.00
49,600.00
7,600.00
190.00
520.00
1,600.00
2,900.00

133,110.00

24,080.00
39,050.00
1,300.00
3,200.00
1,950.00

69,580.00

880.00
495.00
1,500.00
900.00
260.00
320.00

4,355.00

23,640.00
19,020.00

42,660.00

66,000.00
12,000.00
720.00

7,000.00
52,000.00
2,196.00
3,804.00

78,720.00
328,425.00

59,000.00

6,000.00
65,000.00

685,200.00

Pricelist as of February 2013

516 of 545

Dumalon W.S. Reservoir Tank_Fin

7,830.00
7,830.00
5,082.00
300.00
4,000.00
6,370.00
1,250.00
2,500.00
22,080.00
375.00
12,500.00
160.00
4,950.00
1,800.00
3,000.00
5,850.00
2,660.00
4,000.00
5,340.00
140.00
140.00
65.00
780.00
480.00
8,784.00
2,728.00
15,216.00

710,242.00

74,440.00

26,728.00

16,380.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
31,800.00
32,760.00
35,400.00
19,824.00
16,680.00
0.00
2,500.00
0.00
20,000.00
9,000.00
Pricelist as of February 2013

517 of 545

Dumalon W.S. Reservoir Tank_Fin

2,160.00
750.00
6,080.00
450.00

193,784.00

31,800.00
32,760.00
35,400.00
34,692.00
29,190.00
7,200.00
1,900.00
5,320.00
600.00

178,862.00

63,600.00
32,760.00
35,400.00
34,692.00
29,190.00
7,200.00
1,900.00
5,320.00
600.00

210,662.00

7,940.00
950.00
9,600.00
3,800.00
12,900.00
1,800.00

36,990.00

4,800.00
3,480.00
1,080.00

9,360.00

2,728.00
5,072.00

7,800.00
1,448,868.00

572,000.00

Pricelist as of February 2013

518 of 545

Dumalon W.S. Reservoir Tank_Fin

7,830.00
5,082.00
375.00
1,520.00
6,860.00
1,250.00
2,500.00
21,120.00
375.00
12,500.00
160.00
990.00
1,800.00
1,500.00
7,800.00
4,000.00
4,000.00
5,340.00
140.00
140.00
65.00
390.00
320.00
6,588.00
2,046.00
7,608.00

586,807.00

71,250.00

16,242.00
674,299.00

1,920.00
10,500.00
5,000.00
21,000.00
2,520.00
2,000.00
1,280.00
300.00
300.00
210.00
630.00
Pricelist as of February 2013

519 of 545

Dumalon W.S. Reservoir Tank_Fin

210.00
210.00
1,140.00
1,240.00
360.00
90.00
40.00
25.00
10,980.00
9,510.00

37,700.00

48,975.00

20,490.00
69,465.00
37,700.00
37,700.00

90,000.00

52.00
91.00
63.00
11.00
11.00
6.00
22.00
18.00
30.00
20.00
26.00
260.00
4,000.00
18,922.00

94,610.00
18,922.00
113,532.00

5,656,397.00

600.00
1,000.00
Pricelist as of February 2013

520 of 545

1,600.00
Dumalon W.S. Reservoir Tank_Fin

1,098.00
3,804.00

4,902.00
6,502.00

4,655.00
1,000.00
2,000.00
1,000.00

8,655.00

5,145.00
1,000.00
2,000.00
2,000.00

10,145.00

5,750.00
1,250.00
2,500.00

9,500.00

8,050.00
1,750.00
3,500.00

13,300.00

34,651.80
7,365.60
14,731.20

56,748.60

68,805.65
13,855.60
27,711.20

110,372.45

4,392.00
19,020.00

23,412.00

9,000.00
4,800.00
7,200.00

21,000.00
253,133.05

6,720.00
130.00
260.00

7,110.00

11,520.00
195.00
Pricelist as of February 2013

521 of 545

Dumalon W.S. Reservoir Tank_Fin

390.00

12,105.00

12,600.00
6,600.00
455.00
390.00

20,045.00

26,880.00
14,820.00
1,170.00
520.00

43,390.00

45,120.00
17,280.00
406.19
100,800.00
40,770.00
1,798.42

10,980.00
19,020.00
4,500.00
4,500.00

26,950.00
5,000.00
4,200.00
15,181.00
3,432.00
4,750.00
260.00
390.00
10,248.00
8,876.00

30,000.00

9,000.00
121,650.00

60,163.00

19,124.00
79,287.00

15,600.00
8,000.00
8,000.00
6,660.00
560.00
420.00
Pricelist as of February 2013

522 of 545

Dumalon W.S. Reservoir Tank_Fin

325.00
5,490.00
9,510.00

39,565.00

15,000.00
54,565.00

27,520.00
14,080.00
20,520.00
35,000.00
2,400.00
1,950.00

101,470.00

7,320.00
25,360.00

32,680.00

44,000.00
6,000.00
720.00

1,280.00
10,500.00
21,000.00
2,940.00
2,280.00
2,480.00
720.00
210.00
840.00
210.00
210.00
300.00
300.00
90.00
30.00
40.00
120.00
75.00
7,608.00
7,608.00

50,720.00
184,870.00

43,625.00

15,216.00
58,841.00

13,000.00
640.00
3,600.00
3,450.00
Pricelist as of February 2013

523 of 545

Dumalon W.S. Reservoir Tank_Fin

420.00
1,464.00
1,268.00

21,110.00
2,732.00
23,842.00

782,690.05

1,268.00

1,268.00
1,268.00

1,470.00
250.00
500.00

2,220.00

1,715.00
500.00
750.00

2,965.00

1,225.00
250.00
500.00

1,975.00

980.00
250.00
500.00

1,730.00

2,940.00
500.00
1,000.00

4,440.00

735.00
250.00
250.00

1,235.00

2,940.00
500.00
1,000.00

4,440.00

5,635.00
1,000.00
2,000.00

8,635.00

980.00
250.00
Pricelist as of February 2013

524 of 545

Dumalon W.S. Reservoir Tank_Fin

250.00

1,480.00

1,464.00
10,144.00

11,608.00

6,000.00
2,000.00

Pricelist as of February 2013

8,000.00
48,728.00

1,920.00
65.00
130.00

2,115.00

3,840.00
2,090.00
65.00
130.00

6,125.00

810.00
950.00
130.00
130.00

2,020.00

2,430.00
1,330.00
130.00
130.00

4,020.00

3,610.00
65.00
195.00

3,870.00

1,080.00
760.00
65.00
65.00

1,970.00

10,560.00
5,700.00
455.00
650.00

17,365.00

17,550.00
390.00
650.00

18,590.00

525 of 545

Dumalon W.S. Reservoir Tank_Fin

1,350.00
1,520.00
195.00
195.00

3,260.00

5,124.00
8,876.00

14,000.00

4,200.00

4,200.00
77,535.00

17,885.00
3,500.00
2,800.00
10,880.00
5,520.00
7,980.00
225.00
780.00

49,570.00

10,248.00
8,876.00

19,124.00

6,240.00
13,770.00
1,525.00
425.00
455.00
180.00

22,595.00

6,588.00
5,706.00

12,294.00

1,500.00
1,500.00

3,000.00
106,583.00

2,500.00
4,800.00
1,900.00
4,600.00

Pricelist as of February 2013

13,800.00

526 of 545

Dumalon W.S. Reservoir Tank_Fin

640.00
720.00
600.00
85.00
3,300.00
420.00
70.00
75.00
640.00
85.00
3,300.00
75.00

10,010.00

560.00
520.00
1,900.00
240.00
70.00
65.00
65.00
65.00
130.00
3,294.00
2,853.00

17,550.00
6,660.00
8,000.00
8,000.00
560.00
560.00
260.00
4,392.00
3,804.00

3,615.00

6,147.00
33,572.00

41,590.00

8,196.00
49,786.00

1,920.00
360.00
360.00
240.00

2,880.00

3,280.00
510.00
360.00
150.00
Pricelist as of February 2013

527 of 545

Dumalon W.S. Reservoir Tank_Fin

130.00
960.00
70.00
45.00
680.00
310.00
130.00
65.00
960.00

7,650.00

1,380.00
105.00
80.00
520.00
20.00
135.00

2,240.00

4,000.00
2,415.00
270.00
160.00
220.00
250.00
300.00
200.00

7,815.00

1,464.00
2,536.00

4,000.00
24,585.00

3,200.00
500.00

Pricelist as of February 2013

3,700.00
3,700.00

260.00
311.00
700.00
260.00
800.00

2,331.00

260.00
3,110.00
2,100.00
260.00
1,280.00

7,010.00

1,182.00
1,902.00

3,084.00

528 of 545

Dumalon W.S. Reservoir Tank_Fin

6,600.00
900.00
720.00

11,000.00

960.00
5,250.00
2,000.00
10,500.00
1,680.00
500.00
620.00
150.00
150.00
210.00
630.00
420.00
210.00
286.00
310.00
136.00
30.00
25.00
30.00
20.00
3,660.00
3,170.00

Pricelist as of February 2013

8,220.00
20,645.00
11,000.00
11,000.00

24,117.00

6,830.00
30,947.00

1,470.00
250.00
500.00
210.00
950.00
75.00

3,455.00

735.00
250.00
250.00
105.00
1,900.00
150.00

3,390.00

529 of 545

Dumalon W.S. Reservoir Tank_Fin

732.00
1,268.00

2,000.00

2,720.00
3,920.00
1,000.00
700.00
2,660.00
150.00

11,150.00

732.00
634.00

1,366.00

4,875.00
2,000.00
3,000.00
140.00
140.00
65.00

10,220.00

732.00
634.00

1,366.00

15,700.00
Php

15,700.00
48,647.00
456,996.00

634.00

Pricelist as of February 2013

634.00
634.00

1,225.00
250.00
500.00

1,975.00

735.00
125.00
250.00

1,110.00

735.00
125.00
250.00

1,110.00

530 of 545

Dumalon W.S. Reservoir Tank_Fin

735.00
125.00
250.00

1,110.00

490.00
125.00
125.00

740.00

735.00
125.00
250.00

1,110.00

735.00
125.00
250.00

1,110.00

1,470.00
250.00
500.00

2,220.00

1,225.00
250.00
500.00

1,975.00

1,098.00
3,804.00

4,902.00

4,500.00
2,400.00

6,900.00
24,262.00

2,400.00
37.50
130.00

2,567.50

7,680.00
1,710.00
262.50
195.00

9,847.50

540.00
570.00
37.50
130.00

1,277.50

1,350.00
Pricelist as of February 2013

531 of 545

Dumalon W.S. Reservoir Tank_Fin

760.00
112.50
130.00

2,352.50

540.00
380.00
38.00
65.00

1,023.00

760.00
75.00
65.00

900.00

3,840.00
1,900.00
150.00
260.00

6,150.00

6,480.00
225.00
520.00

7,225.00

2,880.00
2,090.00
300.00
520.00

5,790.00

2,928.00
5,072.00

8,000.00
45,133.00

1,008.00
3,145.00
3,920.00
1,250.00
2,280.00
375.00
520.00

12,498.00

1,098.00
951.00

2,049.00

2,450.00
1,050.00

3,500.00

1,464.00
Pricelist as of February 2013

532 of 545

Dumalon W.S. Reservoir Tank_Fin

1,268.00

2,732.00
20,779.00

4,335.00
305.00
85.00
180.00

4,905.00

732.00
634.00

1,366.00

600.00
600.00

2,660.00
4,000.00
2,660.00
7,800.00
130.00
210.00
210.00
1,464.00
1,268.00

1,200.00
7,471.00

17,670.00

2,732.00
20,402.00

4,400.00

Pricelist as of February 2013

1,600.00
950.00
170.00
560.00
70.00

7,750.00

732.00
634.00

1,366.00

800.00
600.00
85.00
5,500.00
840.00
140.00
150.00

8,115.00

533 of 545

Dumalon W.S. Reservoir Tank_Fin

1,830.00
1,585.00

3,415.00
20,646.00

260.00
1,244.00
1,760.00
260.00
1,280.00
1,500.00
1,500.00

7,804.00

1,182.00
951.00

2,133.00

6,600.00
1,200.00
180.00

1,600.00

7,980.00
17,917.00

1,600.00
1,600.00

612.00
135.00
160.00
334.00
68.00
366.00
317.00

2,900.00

1,309.00

683.00
1,992.00
2,900.00
2,900.00

320.00
2,100.00
400.00
4,200.00
420.00
520.00
150.00
150.00
105.00
Pricelist as of February 2013

534 of 545

Dumalon W.S. Reservoir Tank_Fin

105.00
105.00
25.00
30.00
20.00
1,830.00
1,585.00

8,650.00

3,415.00
12,065.00
175,801.00

2,940.00
500.00
1,250.00
3,420.00
2,160.00
225.00

10,495.00

1,715.00
250.00
500.00
245.00
4,860.00
225.00

7,795.00

735.00
250.00
500.00
1,330.00
75.00

2,890.00

490.00
125.00
125.00
270.00
190.00
75.00

1,275.00

2,562.00
4,438.00

7,000.00
29,455.00

1,190.00
2,450.00
250.00
Pricelist as of February 2013

535 of 545

Dumalon W.S. Reservoir Tank_Fin

700.00
950.00
75.00
1,098.00
951.00

5,615.00

2,049.00
7,664.00

2,200.00
950.00

3,150.00

4,875.00
2,660.00
4,000.00
280.00
280.00
130.00

12,225.00

1,464.00
2,536.00

4,000.00
19,375.00

1,050.00
500.00
2,100.00
420.00
105.00
105.00
105.00
105.00
30.00
951.00
951.00

6,210.00

4,520.00

1,902.00
6,422.00
6,210.00
6,210.00

69,126.00

1,098.00
3,804.00
Pricelist as of February 2013

4,902.00
4,902.00

536 of 545

Dumalon W.S. Reservoir Tank_Fin

6,860.00
1,500.00
3,000.00
4,940.00
150.00
2,928.00
2,536.00

5,610.00
3,430.00
2,000.00
1,400.00
2,562.00
2,219.00

23,716.00
11,968.00
2,205.00
500.00
2,562.00
17,752.00

16,450.00

5,464.00
21,914.00

12,440.00

4,781.00
17,221.00

38,389.00

20,314.00
58,703.00

102,740.00

5,145.00
1,250.00
2,500.00
4,750.00
195.00
260.00

14,100.00

34,545.00
7,000.00
10,500.00
20,000.00
11,250.00
640.00
2,140.00
Pricelist as of February 2013

537 of 545

Dumalon W.S. Reservoir Tank_Fin

140.00
140.00

86,355.00

5,856.00
20,288.00

26,144.00

4,000.00
7,500.00

11,500.00
138,099.00

3,660.00
12,680.00

16,340.00

161,100.00
56,350.00
25,500.00
37,800.00
195.00
390.00
4,257.00

285,592.00

36,600.00
63,400.00

100,000.00

20,000.00
37,500.00

57,500.00
459,432.00

7,200.00
11,200.00

18,400.00

3,660.00
3,170.00

6,830.00

36,000.00

2,000.00

36,000.00
61,230.00

2,000.00

8,160.00
100.00
Pricelist as of February 2013

538 of 545

Dumalon W.S. Reservoir Tank_Fin

41.00
367.00
8.00
6.00
28.00
142.00
366.00
317.00

8,852.00

683.00
9,535.00

5,766.00

5,040.00
2,944.00
1,725.00
41.00
131.00
26.00
8.00
6.00
384.00
1,290.00
170.00
72.00
40.00
48.00
142.00
2,264.00
444.00
5,477.00
71.00
214.00
93.00
321.00
173.00
147.00
216.00
225.00
460.00
13.00
125.00
204.00
2,562.00
2,219.00

28,280.00

4,781.00
33,061.00

500.00
4,725.00
Pricelist as of February 2013

539 of 545

Dumalon W.S. Reservoir Tank_Fin

128.00
1,290.00
170.00
72.00
40.00
48.00
977.00
444.00
928.00
71.00
107.00
143.00
124.00
214.00
105.00
312.00
150.00
460.00
7.00
125.00
204.00
2,562.00
2,219.00

11,344.00
4,781.00
16,125.00

9,450.00
3,010.00
136.00
216.00
90.00
48.00
10,620.00
384.00
225.00
460.00
26.00
125.00
204.00
2,562.00
2,219.00

24,994.00

4,781.00
29,775.00
90,496.00

le measurements with tolerance of ± 1mm.

Pricelist as of February 2013

540 of 545

Dumalon W.S. Reservoir Tank_Fin

43,400.00
30,000.00
36,731.00
251,520.00

361,651.00

376,040.00

376,040.00

52,520.00
431,430.00
1,071,256.00
1,299,550.00
64,352.00
328,425.00
65,000.00
867,418.00
674,299.00
69,465.00
37,700.00
113,532.00

5,074,947.00

6,502.00
100,607.00
148,100.00
79,287.00
54,565.00
184,870.00
58,841.00
23,842.00

656,614.00

1,268.00
48,728.00
77,535.00
106,583.00
33,572.00
49,786.00
24,585.00
3,700.00
20,645.00
11,000.00
30,947.00
48,647.00

456,996.00

634.00
24,262.00
45,133.00
20,779.00
7,471.00
20,402.00
20,646.00
Pricelist as of February 2013

541 of 545

Dumalon W.S. Reservoir Tank_Fin

17,917.00
1,600.00
1,992.00
2,900.00
12,065.00

175,801.00

29,455.00
7,664.00
19,375.00
6,422.00

Pricelist as of February 2013

542 of 545

Dumalon W.S. Reservoir Tank_Fin

6,210.00

69,126.00

102,740.00

102,740.00

138,099.00

138,099.00

61,230.00

61,230.00

90,496.00

90,496.00

376,040.00

376,040.00

52,520.00
431,430.00
1,071,256.00
1,299,550.00
64,352.00
328,425.00
65,000.00
1,448,868.00
674,299.00
69,465.00
37,700.00
113,532.00

5,656,397.00

6,502.00
253,133.05
121,650.00
79,287.00
54,565.00
184,870.00
58,841.00
23,842.00

782,690.05

1,268.00
48,728.00
77,535.00
106,583.00
33,572.00
49,786.00
24,585.00
3,700.00
20,645.00
11,000.00
30,947.00
48,647.00

456,996.00

634.00
24,262.00
45,133.00
20,779.00
7,471.00
20,402.00
20,646.00
17,917.00
1,600.00
Pricelist as of February 2013

543 of 545

Dumalon W.S. Reservoir Tank_Fin

1,992.00
2,900.00
12,065.00

175,801.00

29,455.00
7,664.00
19,375.00
6,422.00
6,210.00

69,126.00

102,740.00

102,740.00

138,099.00

138,099.00

459,432.00

459,432.00

61,230.00

61,230.00

90,496.00

90,496.00
15,932,787.05
1,593,278.71
1,593,278.71
2,294,321.34
21,413,665.80

Php

Submitted by:

MARLI P. ACOSTA - DE FIESTA
Division Manager C
Planning & Design Section

Approved for project Implementation:

LEONARDO REY D. VASQUEZ
General Manager A
Pricelist as of February 2013

544 of 545

Dumalon W.S. Reservoir Tank_Fin

Pricelist as of February 2013

545 of 545

Dumalon W.S. Reservoir Tank_Fin