Estimates
Content
PROJECT NAME
:
PASTEURIZER AND KITCHEN ROOM RENOVATION
LOCATION
:
PAMPANGA
DESCRIPTION
:
Installation of Ceiling and Ceiling Support
Clearing and Disposal of Construction Debris
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Item
A.
1
Description
A
Unit
B
Quantity
C
Unit Price
D
Mat'l Cost
(B x C)
E
Equipt. Cost
(B x C)
CIVIL WORKS
Sealing of Moulding Hallway
going to Baking Room to
prevent production
contamination
a. Materials :
Sealant
gal
2.00
b. Equipment
c. Labor
2 Laborer
day
2.00
-
2
-
Demolition of Ceiling, PVC
wall panel and Concrete
Partition Wall
a. Materials :
b. Equipment
c. Labor :
1 Foreman
4 Laborer
day
day
1.00
1.00
-
3
-
Clearing and disposal of
Partition Wall
a. Materials :
b. Equipment
1 Dump Truck
day
1.00
c. Labor :
5 Laborer
day
1.00
-
-
-
PROJECT NAME
:
PASTEURIZER AND KITCHEN ROOM RENOVATION
LOCATION
:
PAMPANGA
DESCRIPTION
:
Installation of Ceiling and Ceiling Support
Clearing and Disposal of Construction Debris
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Item
4
Description
Installation of Ceiling &
Ceiling Support (Flat Ceiling)
a. Materials :
Carrying Channel
Double Furring
Wall Angle
Furring Clip
Blind rivets 3/8" x 5/32
Blind Rivets 3/4" x 5/32
Gypsum board 9mm
Gypsum screw 1"
A
Unit
sq.m
pcs
pcs
pcs
pcs
box
box
pcs
pcs
B
Quantity
C
Unit Price
D
Mat'l Cost
(B x C)
E
Equipt. Cost
(B x C)
50.95
25.00
40.00
25.00
85.00
1.00
1.00
20.00
1,600.00
b. Equipment
c. Labor :
1 Foreman
5 Skilled Laborer
day
day
2.00
6.00
-
5
-
Construction of new concrete
partition wall embedded on
flooring
a. Materials :
CHB 4"
Cement
Sand
RSB 10.0mm x 6m
Drywall Partition (Double Wall)
Metal Tracks (3" x 32 x 76)
Metal studs (3" x 32 x 76)
Metal Furring 4mm x 19mm x 50mm x 5m
Blind rivets 3/8" x 5/32
Flexboard 6.0mm
pcs
bag
cu.m.
pcs
90.00
4.00
1.00
5.00
sq.m.
pcs
pcs
pcs
boxes
pcs
27.00
10.00
50.00
7.00
2.00
b. Equipment
c. Labor :
1 Foreman
5 Skilled Laborer
day
day
1.00
3.00
-
-
PROJECT NAME
:
PASTEURIZER AND KITCHEN ROOM RENOVATION
LOCATION
:
PAMPANGA
DESCRIPTION
:
Installation of Ceiling and Ceiling Support
Clearing and Disposal of Construction Debris
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Item
6
Description
Plastering of wall for
wall tiling
a. Materials :
Cement
Sand
A
Unit
B
Quantity
sq.m
54.00
bags
cu.m.
30.00
2.00
b. Equipment
c. Labor :
1 Foreman
5 Skilled Laborer
7
Installation of Wall Tiles
12'' x 12''
a. Materials :
12''x12'' Wall Tiles
Cement
Tile Grout (5kg/bag)
day
day
C
Unit Price
D
Mat'l Cost
(B x C)
E
Equipt. Cost
(B x C)
-
-
-
-
-
-
-
-
-
-
0.50
sq.m
89.10
pcs
bags
bags
1,021.00
30.00
10.00
day
day
1.00
7.00
b. Equipment
c. Labor :
1 Foreman
5 Skilled Laborer
8
Replacement of Stainless
Steel Door and Door Frame
a. Materials :
Stainless Steel Door
pc
1.00
day
1.00
b. Equipment
c. Labor :
Laborer
9
Dismantle and Reinstallation
of Exhaust Fan
a. Materials :
Exhaust Fan
sq.m
pc
1.00
day
0.50
b. Equipment
c. Labor :
1 Laborer
PROJECT NAME
:
PASTEURIZER AND KITCHEN ROOM RENOVATION
LOCATION
:
PAMPANGA
DESCRIPTION
:
Installation of Ceiling and Ceiling Support
Clearing and Disposal of Construction Debris
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Item
10
Description
Installation of Concrete Coving
a. Materials :
Concrete Coving
A
Unit
B
Quantity
lot
1.00
lot
1.00
day
day
1.00
1.00
C
Unit Price
D
Mat'l Cost
(B x C)
E
Equipt. Cost
(B x C)
b. Equipment
c. Labor :
1 Foreman
2 Skilled Laborer
11
-
-
-
-
Water Piping for Water
Supply Sink
a. Materials :
Water Piping for Water
Supply Sink
lot
1.00
day
day
2.00
3.00
b. Equipment
c. Labor :
1 Foreman
5 Laborer
---------------------------------------------F
Labor Cost
(B x C)
G
Direct Cost
(D + E + F)
-
-
-
-
-
-
---------------------------------------------F
Labor Cost
(B x C)
G
Direct Cost
(D + E + F)
-
-
0.80
8.71
0.08
4,608.00
216.00
7.00
-
-
F.1
a.
b.
c.
d.
e.
f.
Drywall Partition (Double Wall)
Metal Tracks (3" x 32 x 76)
Metal studs (3" x 32 x 76)
Metal Furring 4mm x 19mm x 50mm x 5m
Blind rivets 3/8" x 5/32
Flexboard 6.0mm
Gypsum board 12mm
---------------------------------------------F
Labor Cost
(B x C)
G
Direct Cost
(D + E + F)
-
-
-
-
-
-
-
-
-
-
14.56
5.85
34.84
11.71
3.00
35.13
40.69
122.07
14.85
29.70
89.10
---------------------------------------------F
Labor Cost
(B x C)
G
Direct Cost
(D + E + F)
-
-
-
-
0.00
0.80
10.00
0.00
sq.m.
pcs
pcs
pcs
boxes
pcs
pcs
30.86
11.00
54.00
8.00
2.00
2.00
22.00
0.00
0.00
0.00
0.00
0.00
0.00
230,286,440.17 ABC
#VALUE!
#VALUE!
OCM
VAT
W.Tax
OCM
VAT
W.Tax
OCM
VAT
W.Tax
OCM
VAT
W.Tax
64.00
16.00
7400
296
5328
Republic of the Philippines
Department of Public Works and Highways (DPWH)
OFFICE OF THE REGIONAL DIRECTOR
Regional Office I
City of San Fernando, La Union
Item
No.
A.
A(1)
A(2)
A(3)
DESCRIPTION
(Unit cost in Words)
BILL OF QUANTITIES
UNIT
QUANTITY
UNIT COST
(Pesos)
FACILITIES FOR THE ENGINEERS
Engineer's Field Office Rental
Engineer's Field Office (Operation & Mainten
Assistance to Engineer's
Mo.
Mo.
Mo.
18.00
18.00
18.00
#REF!
#REF!
#REF!
Sub-total for A
B.
100
102
104
P
EARTHWORKS
Clearing & Grubbing
Excavation (Roadway)
Embankment
sq.m.
cu.m.
cu.m.
7,879.51
859.56
17,819.20
#REF!
#REF!
-
Sub-total for B
C.
200
P
SUB-BASE COURSES
Aggregate Sub-base Course
cu.m.
1,128.31
-
Sub-total for C
D.
311a
311b
P
SURFACING COURSE
PCC Pavement (Carriageway, t=230mm,w=
PCC Pavement (Shoulder, t=150mm,w=2000
sq.m.
sq.m.
3,886.00
2,320.00
#REF!
Sub-total for D
E.
BRIDGE CONSTRUCTION
400(17)a Concrete Piles Cast in Drilled Holes,Ø1800m
400(17)b Concrete Piles Cast in Drilled Holes,Ø2200m
400(22)a Pile Integrity Testing (Sonic)
400(22)b High Strain Dynamic Testing (P.D.A.)
400(24)a Permanent Steel Casing, Ø1800mm
400(24)b Permanent Steel Casing, Ø2200mm
Concrete Railing
401
404a Reinforcing Steel Bar, Grade 40
404b Reinforcing Steel Bar, Grade 60
405a Structural Concrete (super structure)
405b Structural Concrete (sub-structure)
Prestressed Concrete Girder (35m, Type V)
including launching/erection
Elastrometric Bearing Pad
412
Spl-1a Rubber Expansion Joint
Spl-1 Structural Steel (Drain Pipes)
406
Spl-2
Construction and Removal of Crane Way
(Including, repair & Maintenance
Sub-total for E
F.
P
MISCELLANEOUS STRUCTURES
m.
m.
each
each
m
m
m
kg.
kg.
cu.m.
cu.m.
168.00
497.00
9.00
5.00
48.00
182.00
560.80
105,738.37
136,252.27
876.86
501.97
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
pcs.
32.00
#REF!
each
pcs.
Pcs.
64.00
3.00
64.00
#REF!
#REF!
#REF!
1.00
#REF!
l.s.
-
P
Republic of the Philippines
Department of Public Works and Highways (DPWH)
OFFICE OF THE REGIONAL DIRECTOR
Regional Office I
City of San Fernando, La Union
BILL OF QUANTITIES
DESCRIPTION
Item
UNIT
No.
(Unit cost in Words)
Stone Masonry
506
cu.m.
Gabions (2.0 x 1.0 x 1.0)
511
cu.m.
603(5) Concrete Guardrail
m.
Road Signs
605
l.s.
Bio-Engineering
Solutions
(Coconet,
CGN
700
622a
Sq.m.
622b Bio-Engineering Solutions (Cocologs/Fasci
m.
622c Bio-Engineering Solutions (Vegetation, Veti
Sq.m.
QUANTITY
4,734.50
866.00
909.00
1.00
1,580.00
794.80
1,580.00
UNIT COST
(Pesos)
#REF!
#REF!
#REF!
#REF!
#REF!
Sub-total for F
G.
Spl-3
Spl-4
P
OTHER GENERAL REQUIREMENTS
Construction Safety & Health
Mobilization & Demobilization
l.s.
l.s.
Sub-total for H
1.00
1.00
#REF!
#REF!
P
Total Amount of Bid Php
ABC
Estimated Direct Cost
Profit (15%)
Taxes (5% + 2%)
Materials Testing
TOTAL COST
(Pesos)
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
-
#REF!
#REF!
#REF!
#REF!
-
-
-
-
#REF!
-
-
#REF!
-
-
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
-
-
-
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
TOTAL COST
(Pesos)
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
230,286,440.17 abc
#REF!
#REF!
230,826,440.17
#REF!
34,623,966.03
#REF!
2,308,264.40
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
-
-
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
A.
101
:
:
:
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Description
Unit
Quantity
Unit Price
Contract
Bridge Construction:
Removal of existing Structure
l.s.
1.00
In words:
One Million Four Hundred Four
Thousand Two Hundred Sixty
Five Pesos & 75/100
In words:
In Figures:
In Figures:
One Million Four
Thousand Two H
Five Pesos &
1,404,265.75
104
Embankment
cu.m.
336.00
In words:
Eight Hundred Thirty Nine
Pesos & 39/100
In words:
In Figures:
In Figures:
Two Hundred E
Thousand Thirty
& 04/1
839.39
400(22)a
High Strain Dynamic Test (PDA)
each
3.00
In words:
Two Hundred Eighty Three
Thousand Two Hundred
Seventy Nine Pesos & 50/100
In words:
Eight Hundred Forty
Eight hundred Thir
& 50/1
In Figures:
In Figures:
283,279.50
400(22)b
Low Strain Dynamic Test (PIT)
each
6.00
In words:
Forty Nine Thousand
Two Hundred Sixty Six
Pesos
In words:
In Figures:
In Figures:
Two Hundred N
Thousand Five
Ninety Six
49,266.00
400(23)a
Bored Piles, 1.40m dia for
abutments
l.m.
160.00
In words:
Fifty Six Thousand Five
Hundred Fifty Three Pesos
& 03/100
In words:
Nine Million Forty E
Four Hundred Eigh
& 80/1
In Figures:
In Figures:
56,553.03
400(23)b
Bored Piles, 1.50m dia for Piers
l.m.
320.00
In words:
Seventy Three Thousand
Two Hundred Ninety Two
Pesos & 11/100
In words:
Twenty Three Millio
Fifty Three Thou
Hundred Seventy
In Figures:
In Figures:
73,292.11
400(25)a
Permanent Steel Casing 1.40m dia for abutments
(10mm thk)
l.m.
24.00
In words:
Thirty Four Thousand Eight
Hundred Sixty Five Pesos
& 96/100
In words:
Eight Hundred Thirt
Seven Hundred
Pesos & 0
In Figures:
In Figures:
34,865.96
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
400(25)b
:
:
:
Description
Permanent Steel Casing 1.50m dia for Piers
(10mm thk)
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Unit
l.m.
Quantity
48.00
Unit Price
Contract
In words:
Thirty Nine Thousand Three
Hundred Ninety Nine Pesos
& 97/100
In words:
One Million Eight H
One Thousand One
Eight Pesos
In Figures:
In Figures:
39,399.97
401
R.C. Railing & Post
l.m.
310.00
In words:
Five Thousand Three
Hundred Sixty Four Pesos
& 05/100
In words:
One Million Six Hun
Thousand Eight H
Five Pesos &
In Figures:
In Figures:
5,364.05
403
Metal Structures
kgs
6,197.00
In words:
One Hundred Four Pesos
& 69/100
In words:
Six Hundred Forty E
Seven Hundred Six
& 93/1
In Figures:
In Figures:
104.69
404a
Reinforcing Steel, G-40
kgs
77,498.00
In words:
Fifty Eight Pesos & 30/100
In words:
Four Million Five Hu
Thousand One H
Three Pesos
In Figures:
In Figures:
58.30
404b
Reinforcing Steel, G-60
kgs
87,630.00
In words:
Sixty Pesos & 77/100
In words:
Five Million Three H
Five Thousand T
Seventy Five Pe
In Figures:
In Figures:
60.77
405a
Structural Concrete, Class "A"
fc'=20.60 Mpa
cu.m.
31.20
In words:
Six Thousand Six Hundred
Eighty Three Pesos & 28/100
In words:
In Figures:
In Figures:
Two Hundred Eig
Five Hundred Eig
& 34/1
6,683.28
405b
Structural Concrete, Class "A"
fc'=27.60Mpa
cu.m.
698.80
In words:
Eight Thousand Four Hundred
Twenty Six Pesos & 09/100
In words:
Five Million Eight H
Eight Thousand O
Fifty One Peso
In Figures:
In Figures:
8,426.09
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
405c
:
:
:
Description
Lean Concrete
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Unit
cu.m.
Quantity
Unit Price
2.00
Contract
In words:
Four Thousand One Hundred
Fifty Six Pesos & 82/100
In words:
Eight Thousand T
Thirteen Peso
In Figures:
In Figures:
4,156.82
406a
409
Pre-stressed Concrete
Girder, Type V
Elastomeric Bearing Pads
(700x700x40mm, Duro 60)
pcs
pcs
20.00
40.00
In words:
One Million Three Hundred
Sixty Seven Thousand One
Hundred Thirty One Pesos
& 50/100
In Figures:
1,367,131.50
In words:
Twenty Seven Million
Forty Two Thousan
Thirty Pe
In words:
Twenty Five Thousand Two
Hundred Forty Eight Pesos
& 83/100
In words:
One Million Nine T
Hundred Fifty T
& 20/1
In Figures:
In Figures:
In Figures:
25,248.83
505a
Grouted Riprap
cu.m.
150.00
In words:
Three Thousand Seven
Hundred Thirty Three Pesos
& 62/100
In words:
In Figures:
In Figures:
Five Hundred Six
Forty Three
3,733.62
505b
Grouted Riprap, side-drain
cu.m.
10.00
In words:
Three Thousand Seven
Hundred Seventy Pesos
& 08/100
In words:
In Figures:
In Figures:
Thirty Seven Tho
Hundred Peso
3,770.08
SPL-1
Loose Boulder Apron
cu.m.
116.00
In words:
One Thousand Three
Hundred Fifty Four Pesos
& 82/100
In words:
One Hundred Fifty S
One Hundred Fift
& 12/1
In Figures:
In Figures:
1,354.82
Sub-total
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
B.
101(a)
:
:
:
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Description
Unit
Quantity
Unit Price
Contract
Approaches:
Removal of existing riprap
cu.m.
22.00
In words:
One Thousand Five Hundred
Fifty Two Pesos & 44/100
In words:
In Figures:
In Figures:
Thirty Four Tho
Hundred Fifty T
& 68/1
1,552.44
101(b)
Removal of existing lined canal
sq.m.
176.00
In words:
Nine Hundred Ninety Four
Pesos & 07/100
In words:
In Figures:
In Figures:
One Hundred S
Thousand Nine H
Six Pesos &
994.07
102
Roadway Excavation
cu.m.
732.00
In words:
Two Hundred Fifty Three
Pesos & 46/100
In words:
In Figures:
In Figures:
One Hundred E
Thousand Five H
Two Pesos &
253.46
103-1
Structure Excavation
cu.m.
468.00
In words:
Two Hundred Ninety Seven
Pesos & 33/100
In words:
One Hundred Thirty
One Hundred Fifty P
In Figures:
In Figures:
297.33
103-3
Granular Bedding
cu.m.
24.00
In words:
Three Thousand Five
Hundred Eleven
Pesos & 74/100
In words:
In Figures:
In Figures:
Eighty Four T
Two Hundre
One Pesos &
3,511.74
104-2
Embankment from Borrow
cu.m.
1,264.00
In words:
Seven Hundred Eight Pesos
& 77/100
In words:
In Figures:
In Figures:
708.77
Eight Hundred
Thousand Eight H
Five Pesos &
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
105
:
:
:
Description
Subgrade preparation on
existing gravel
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Unit
sq.m
Quantity
133.00
Unit Price
Contract
In words:
Eighteen Pesos & 15/100
In words:
Two Thousand F
Thirteen Peso
In Figures:
In Figures:
18.15
200
Aggregate sub-base course
cu.m
1,178.00
In words:
One Thousand Four Hundred
Sixty One Pesos & 46/100
In words:
One Million Seven H
One Thousand F
Ninety Nine Pes
In Figures:
In Figures:
1,461.46
311(a)
PCCP (t=0.30m)
sq.m.
2,339.00
In words:
One Thousand Six Hundred
Thirty Five Pesos & 54/100
In words:
Three Million Eight H
Five Thousand F
Twenty Eight Pes
In Figures:
In Figures:
1,635.54
311(b)
PCCP (t=0.23m)
sq.m.
1,788.00
In words:
One Thousand Two Hundred
Seventy Two Pesos
& 41/100
In words:
Two Million Two Hu
Five Thousand Six
& 08/1
In Figures:
In Figures:
1,272.41
404
Reinforcing Steel Bar
kgs
17,361.00
In words:
Fifty Eight Pesos & 36/100
In words:
One Million Thirte
One Hundred Eight
& 96/1
In Figures:
In Figures:
58.36
405
Structural Concrete
Class "B"
cu.m
135.00
In words:
Five Thousand Nine Hundred
Fifty Eight Pesos & 91/100
In words:
Eight Hundred Four
Hundred Fifty Two P
In Figures:
In Figures:
5,958.91
506
Stone Masonry
cu.m.
770.00
In words:
Three Thousand Eight
Hundred Pesos & 04/100
In words:
Two Million Nine H
Six Thousand T
& 80/1
In Figures:
In Figures:
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
:
:
:
Description
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Unit
Quantity
Unit Price
Contract
3,800.04
603(3)
Metal Beam Guardrail
l.m.
416.00
In words:
Two Thousand Six Hundred
Forty One Pesos & 68/100
In words:
One Million Ninety E
Nine Hundred Thir
& 88/1
In Figures:
In Figures:
2,641.68
612(a)
Thermoplastic Stripping
Materials (white)
sq.m.
79.00
In words:
Nine Hundred Eighty Five
Pesos & 32/100
In words:
Seventy Seven Th
Hundred Forty Pe
In Figures:
In Figures:
985.32
612(b)
Thermoplastic Stripping
Materials (yellow)
sq.m.
16.00
In words:
Nine Hundred Eighty Five
Pesos & 32/100
In words:
Fifteen Thousand S
Sixty Five Peso
In Figures:
In Figures:
985.32
Sub-total -------
C.
SPL-1
Other General Requirement:
Mobilization/Demobilization
l.s.
1.00
In words:
Three Hundred Ninety Two
Thousand One Hundred
Thirty Two Pesos & 73/100
In words:
In Figures:
In Figures:
Three Hundred
Thousand One
Thirty Two Peso
392,132.73
SPL-2
Project Signboard
each
2.00
In words:
Nine Thousand Eight
Hundred Fifty Three Pesos
& 20/100
In words:
In Figures:
In Figures:
Nineteen Thous
Hundred Six Pes
9,853.20
SPL-3
Const. Safety & health
l.s.
1.00
In words:
Three Hundred Seven
Thousand Four Hundred
Nineteen Pesos & 84/100
In words:
Three Hundre
Thousand Fou
Nineteen Peso
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
:
:
:
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Description
Unit
Quantity
Unit Price
Contract
In Figures:
In Figures:
307,419.84
SPL-4
Provide & Maintain Traffic Control
l.s.
1.00
In words:
Seven Hundred Nine Thousand
Nine Hundred Twenty Three
Pesos & 06/100
In words:
Seven Hundred N
Nine Hundred T
Pesos & 0
In Figures:
In Figures:
709,923.06
SPL-5a
Facilities for the Engineer
l.s.
1.00
In words:
Nine Hundred Twenty Three
Thousand Seven Hundred
Thirty Seven Pesos & 50/100
In words:
In Figures:
In Figures:
Nine Hundred T
Thousand Seve
Thirty Seven Pes
923,737.50
SPL-5b
Service Vehicle
(toyota, 4x4 Pick up diesel engine (double cab)
mo
12.00
In words:
Forty Thousand Six Hundred
Forty Four Pesos & 45/100
In words:
In Figures:
In Figures:
Four Hundred E
Thousand Seven H
Three Pesos
40,644.45
Sub-total ------GRAND TOTAL (AMOUNT IN FIGURES):
AMOUNT IN WORDS:
ONE HUNDRED THREE MILLION FIVE HUNDRED FORTY
FOUR THOUSAND SIX HUNDRED FOURTEEN PESOS & 60/100
CONTRACT DURATION
360 C.D.
READ AND ACCEPTED AND GOOD FOR AGREEMENT
Date
:
March 16, 2013
Signature
:
In capacity as
:
President/Authorized Managing Officer
Duly authorized for Bids and in behalf of
:
Haidee Construction & Development Corporation
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
:
:
:
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Description
Unit
Quantity
Unit Price
READ AND ACCEPTED AND GOOD FOR AGREEMENT
Date
:
March 16, 2012
Signature
:
In capacity as
:
President/Authorized Managing Officer
Duly authorized for Bids and in behalf of
:
Haidee Construction & Development Corporation
Contract
Contract Cost
Unit Cost
Total Cost
#REF!
Remarks
#REF!
#REF!
One Million Four Hundred Four
Thousand Two Hundred Sixty
Five Pesos & 75/100
1,404,265.75
-
-
(839.39)
Two Hundred Eighty Two
Thousand Thirty Five Pesos
& 04/100
282,035.04
#REF!
#REF!
#REF!
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Eight Hundred Forty Nine Thousand
Eight hundred Thirty Eight Pesos
& 50/100
849,838.50
Two Hundred Ninety Five
Thousand Five Hundred
Ninety Six Pesos
295,596.00
Nine Million Forty Eight Thousand
Four Hundred Eighty Four Pesos
& 80/100
9,048,484.80
Twenty Three Million Four Hundred
Fifty Three Thousand Four
Hundred Seventy Five Pesos
& 20/100
23,453,475.20
Eight Hundred Thirty Six Thousand
Seven Hundred Eighty Three
Pesos & 04/100
836,783.04
-
Contract Cost
Unit Cost
Total Cost
Remarks
#REF!
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One Million Eight Hundred Ninety
One Thousand One Hundred Ninety
Eight Pesos & 56/100
1,891,198.56
One Million Six Hundred Sixty Two
Thousand Eight Hundred Fifty
Five Pesos & 50/100
1,662,855.50
Six Hundred Forty Eight Thousand
Seven Hundred Sixty Three Pesos
& 93/100
648,763.93
Four Million Five Hundred Eighteen
Thousand One Hundred Thirty
Three Pesos & 40/100
4,518,133.40
-
-
(60.77)
-
-
(6,683.28)
-
-
(8,426.09)
Five Million Three Hundred Twenty
Five Thousand Two Hundred
Seventy Five Pesos & 10/100
5,325,275.10
Two Hundred Eight Thousand
Five Hundred Eighteen Pesos
& 34/100
208,518.34
Five Million Eight Hundred Eighty
Eight Thousand One Hundred
Fifty One Pesos & 69/100
5,888,151.69
Contract Cost
Unit Cost
Total Cost
Remarks
#REF!
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Eight Thousand Three Hundred
Thirteen Pesos & 64/100
8,313.64
Twenty Seven Million Three Hundred
Forty Two Thousand Six Hundred
Thirty Pesos
27,342,630.00
One Million Nine Thousand Nine
Hundred Fifty Three Pesos
& 20/100
1,009,953.20
Five Hundred Sixty Thousand
Forty Three Pesos
560,043.00
Thirty Seven Thousand Seven
Hundred Pesos & 80/100
37,700.80
One Hundred Fifty Seven Thousand
One Hundred Fifty Nine Pesos
& 12/100
157,159.12
85,429,174.61
Contract Cost
Unit Cost
Total Cost
Remarks
#REF!
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Thirty Four Thousand One
Hundred Fifty Three Pesos
& 68/100
34,153.68
One Hundred Seventy Four
Thousand Nine Hundred Fifty
Six Pesos & 32/100
174,956.32
One Hundred Eighty Five
Thousand Five Hundred Thirty
Two Pesos & 72/100
185,532.72
One Hundred Thirty Nine Thousand
One Hundred Fifty Pesos & 44/100
139,150.44
Eighty Four Thousand
Two Hundred Eighty
One Pesos & 76/100
84,281.76
Eight Hundred Ninety Five
Thousand Eight Hundred Eighty
Five Pesos & 28/100
895,885.28
Contract Cost
Unit Cost
Total Cost
Remarks
#REF!
#REF!
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Two Thousand Four Hundred
Thirteen Pesos & 95/100
2,413.95
One Million Seven Hundred Twenty
One Thousand Five Hundred
Ninety Nine Pesos & 88/100
1,721,599.88
Three Million Eight Hundred Twenty
Five Thousand Five Hundred
Twenty Eight Pesos & 06/100
3,825,528.06
Two Million Two Hundred Seventy
Five Thousand Sixty Nine Pesos
& 08/100
2,275,069.08
One Million Thirteen Thousand
One Hundred Eighty Seven Pesos
& 96/100
1,013,187.96
Eight Hundred Four Thousand Four
Hundred Fifty Two Pesos & 85/100
804,452.85
Two Million Nine Hundred Twenty
Six Thousand Thirty Pesos
& 80/100
Contract Cost
Unit Cost
Total Cost
Remarks
2,926,030.80
#REF!
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One Million Ninety Eight Thousand
Nine Hundred Thirty Eight Pesos
& 88/100
1,098,938.88
Seventy Seven Thousand Eight
Hundred Forty Pesos & 28/100
77,840.28
Fifteen Thousand Seven Hundred
Sixty Five Pesos & 12/100
15,765.12
15,274,787.06
Three Hundred Ninety Two
Thousand One Hundred
Thirty Two Pesos & 73/100
392,132.73
Nineteen Thousand Seven
Hundred Six Pesos & 40/100
19,706.40
Three Hundred Seven
Thousand Four Hundred
Nineteen Pesos & 84/100
Contract Cost
Unit Cost
Total Cost
Remarks
307,419.84
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
Seven Hundred Nine Thousand
Nine Hundred Twenty Three
Pesos & 06/100
709,923.06
Nine Hundred Twenty Three
Thousand Seven Hundred
Thirty Seven Pesos & 50/100
923,737.50
Four Hundred Eighty Seven
Thousand Seven Hundred Thirty
Three Pesos & 40/100
487,733.40
2,840,652.93
103,544,614.60
DRED FORTY
N PESOS & 60/100
103,617,305.65
72,691.05
Contract Cost
Unit Cost
Total Cost
Remarks
Wt. %
#REF!
854.08
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286,970.88
Wt. %
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Contract ID.
Project
Location
Project Duration
: 13Z00010
: Construction of Bocboc Bridge, San Carlos City-Aguilar Road, Sta
Sta.9+324.91 and Sta.8+727.75 to Sta.9+009.05 (Bridge, BBW)
: San Carlos City, Pangasinan
: 540 Calendar Days
BID SUMMARY
Part No.
A.
A(1)
A(2)
A(3)
B.
100
102
104
C.
200
D.
311a
311b
E.
400(17)a
400(17)b
400(22)a
400(22)b
400(24)a
400(24)b
401
404a
404b
405a
405b
406
412
Spl-1a
Spl-1
Spl-2
B.
101(a)
101(b)
102
103-1
103-3
104-2
105
200
311(a)
311(b)
404
Part Description
FACILITIES FOR THE ENGINEER
Engineer's Field Office Rental
Engineer's Field Office (Operation & Maintenance)
Assistance to Engineers
EARTHWORKS
Clearing & Grubbing
Excavation (Roadway)
Embankment
SUB-BASE COURSES
Aggregate sub-base course
SURFACING COURSE
PCC Pavement (Carriageway t=230mm, w=6700mm)
PCC Pavement (Shoulder, t=150mm, w=2000mm)
BRIDGE CONSTRUCTION
Concrete Piles Cast in Drilled Holes, dia1800mm
Concrete Piles Cast in Drilled Holes, dia2200mm
Pile Integrity Testing (Sonic)
High Strain Dynamic Testing (P.D.A.)
Permanent Steel Casing, dia1800mm
Permanent Steel Casing, dia2200mm
Concrete Railing
Reinforcing Steel Bar, Grade 40
reinforcing Steel Bar, Grade 60
Structural Concrete (super structure)
Structural Concete (sub-structure)
Prestressed Concrete Girder (35m, Type V) including launching/erection
Elastomeric Bearing Pad
Rubber Expansion Joint
Structural Steel (Drain Pipes)
Construction and Removal of Crane way (incldg. Repair & maintenance)
Approaches:
Removal of existing riprap
Removal of existing lined canal
Roadway Excavation
Structure Excavation
Granular Bedding
Embankment from Borrow
Sub-grade preparation on existing gravel
Aggregate sub-base course
PCCP (t=0.30m)
PCCP (t=0.23m)
Reinforcing Steel Bar
Contract ID.
Project
Location
Project Duration
: 13Z00010
: Construction of Bocboc Bridge, San Carlos City-Aguilar Road, Sta
Sta.9+324.91 and Sta.8+727.75 to Sta.9+009.05 (Bridge, BBW)
: San Carlos City, Pangasinan
: 540 Calendar Days
BID SUMMARY
Part No.
405
506
603(3)
612(a)
612(b)
C.
SPL-1
SPL-2
SPL-3
SPL-4
SPL-5a
SPL-5b
Part Description
Structural Concrete, Class "B"
Stone Masonry
Metal Beam Guardrail
Thermoplastic Stripping
Materials (white)
Thermoplastic Stripping
Materials (yellow)
Other General Requirement:
Mobilization/Demobilization
Project Signboard
Const. Safety & health
Traffic Control and Mgmt.
Facilities for the Engineer
Service Vehicle
Total Amount
Total of All Amounts in words
ONE HUNDRED THREE MILLION FIVE HUNDRED FORTY
FOUR THOUSAND SIX HUNDRED FOURTEEN PESOS & 60/100
READ AND ACCEPTED AND GOOD FOR AGREEMENT
Date
:
Signature
:
March 16, 2013
In capacity as
:
President/Authorized Managing Officer
Duly authorized for Bids and in behalf of
:
Haidee Construction & Development Corporation
s City-Aguilar Road, Sta.8+500 to
+009.05 (Bridge, BBW)
1,404,265.75
282,035.04
849,838.50
295,596.00
9,048,484.80
23,453,475.20
836,783.04
1,891,198.56
1,662,855.50
648,763.93
4,518,133.40
5,325,275.10
208,518.34
5,888,151.69
8,313.64
27,342,630.00
1,009,953.20
560,043.00
37,700.80
157,159.12
In
In
In
In
In
Figures:
Figures:
Figures:
Figures:
Figures:
-
34,153.68
174,956.32
185,532.72
139,150.44
84,281.76
895,885.28
2,413.95
1,721,599.88
3,825,528.06
2,275,069.08
1,013,187.96
s City-Aguilar Road, Sta.8+500 to
+009.05 (Bridge, BBW)
Development Corporation
804,452.85
2,926,030.80
1,098,938.88
77,840.28
15,765.12
392,132.73
19,706.40
307,419.84
709,923.06
923,737.50
487,733.40
103,544,614.60
Contract ID. : 13C00015
Contract Name: Replacement/Rehab./Strengthening of Cabetican Bridge along
San Fernando - Lubao Road
Contract Location: Pampanga
Summary Sheet For Unit Prices
A.) Construction Materials
Item No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
Description
Acetylene/Oxygen
Embankment
Steel Casing 1.40m dia
Welding Rod
Steel Casing 1.50m dia
Ready Mix Concrete (401), (405b)
Reinforcing Steel Bar G-40
Reinforcing Steel Bar G-60
Formlumber
Plywood
CW Nail
Tie Wire #16
Moulding Chamfer
Metal Structures and Accessories
Ready Mix Concrete (405a)
Metal Forms
Curing Compound
PEJ Filler 1"
Elastomeric Bearing Pad
(700x700x40mm Duro 60)
Boulders
Cement
Sand
75mm dia Pipe Sleeve
Coco lumber
Gravel
Filter cloth
Common Borrow
Aggt. Subbase Course
Ready Mix Concrete (311(a))
Metal Guardrail
End Rail
Bolts & Nuts 5/8 x 9"
Bolts & Nuts 5/8 x 1"
Unit
set
cu.m.
l.m.
box
l.m.
l.m.
kg
kg
bd.ft.
pc
box
roll
l.ft.
kg
cu.m.
ls.
drum
lot
pc
cu.m.
bag
cu.m.
pc
bd.ft.
cu.m.
sq.m.
cu.m.
cu.m.
cu.m.
pc
pc
pc
pc
Submitted By :
ROMMEL T. CONCEPCION
President/Authorized Managing Officer
Haidee Construction and Development Corporation
Contract ID. : 13C00015
Contract Name: Replacement/Rehab./Strengthening of Cabetican Bridge along
San Fernando - Lubao Road
Contract Location: Pampanga
Summary Sheet For Unit Prices
A.) Construction Materials
Item No.
34
35
36
37
38
39
40
41
42
43
44
45
46
47
Description
First Aide Kit
PPE (Safety Helmet, Safety Vest,
Safety Shoes)
Uniform
Temporary Signs
Delinator
Flashing Arrow
Safety Vest
Aircon, 2 hp
Office Supplies
Office Desk
Swivel Chair
Progress Photo
Laptop with Printer
Electric & Water Consumption
Unit
mo
mo
dozen
pc
pc
set
pc
unit
mo
unit
unit
mo
unit
mo
B.) Construction Equipment
Item No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Description
Backhoe with Breaker
Backhoe
Dumptruck
Road Roller
Water Truck
Road Grader
Welding Machine
Cutting Outfit
Generator Set
Crawler Crane
One Bagger Mixer
Pumpcrete
Payloader
Service Vehicle (rental)
Unit
day
day
day
day
day
day
day
day
day
day
cu.m.
cu.m.
day
mo.
Submitted By :
ROMMEL T. CONCEPCION
President/Authorized Managing Officer
Haidee Construction and Development Corporation
Contract ID. : 13C00015
Contract Name: Replacement/Rehab./Strengthening of Cabetican Bridge along
San Fernando - Lubao Road
Contract Location: Pampanga
Summary Sheet For Unit Prices
C.) Manpower Rates
Item No.
1
2
3
4
5
6
7
8
Description
Foreman
Operator
Driver
Skilled Laborer
Laborer
Utility
Trafficman
First Aider
Unit
day
day
day
day
day
mos.
day
mos.
Submitted By :
ROMMEL T. CONCEPCION
President/Authorized Managing Officer
Haidee Construction and Development Corporation
Prices
Direct Unit Cost
2,500.00
250.00
20,900.00
2,400.00
22,550.00
4,000.00
40.00
42.00
25.00
750.00
1,200.00
2,400.00
6.00
60.00
3,500.00
5,000.00
4,500.00
14,000.00
20,000.00
700.00
250.00
250.00
180.00
25.00
750.00
75.00
350.00
800.00
3,800.00
4,000.00
4,500.00
50.00
15.00
Prices
Direct Unit Cost
2,000.00
5,000.00
1,800.00
900.00
800.00
5,000.00
150.00
35,000.00
1,500.00
6,000.00
4,000.00
1,000.00
45,000.00
10,000.00
Direct Unit Cost
17,600.00
14,400.00
8,000.00
12,000.00
4,800.00
12,000.00
800.00
1,500.00
4,400.00
18,000.00
100.00
350.00
12,000.00
18,000.00
Prices
Direct Unit Cost
600.00
450.00
400.00
380.00
340.00
10,000.00
340.00
12,000.00
QUARTERLY CASH FLOW AND PAYMENT SCHEDULE
PARTICULAR
ACCOMPLISHMENT (%)
CASH FLOW (P)
CUMULATIVE ACCOMPLISHMENT(%)
CUMULATIVE CASH FLOW(P)
Contractor's Name:
HAIDEE CONSTRUCTION AND
DEVELOPMENT CORPORATION
1st
2nd
3rd
(90 c.d)
(180 c.d)
(270 c.d)
35.71%
38.42%
18.39%
36,975,781.87
39,781,840.93
19,041,854.62
35.71%
74.13%
92.52%
36,975,781.87
76,757,622.80
95,799,477.43
Project Name/Location:
Contract ID : 13CO0015, Replacement/Rehab./Strengthening of Cabetican Bridge along San
Fernando-Lubao Road, Pampanga
Submitted by:
4th
(360 c.d)
7.48%
7,745,137.17
100.00%
103,544,614.60
ROMMEL T. CONCEPCION
President/AMO
103,544,614.60
Abstract for Steel Casing
AS PER BUDGETRARY COST
400(24)a Permanent Steel Casing,
Ø1800mm
a. Materials :
Steel Casing 1.80m. dia.
Welding Rod
Acetylene/Oxygen
b. Equipment :
Delivery/Hauling
Driving
c. Labor :
Driving
m.
48.00
m.
boxes
set
48.00
1.00
1.00
22,000.00
2,400.00
2,500.00
trips
m.
8.00
48.00
15,000.00
4,500.00
m.
48.00
1,056,000.00
2,400.00
2,500.00
1,000.00
Ø2200mm
a. Materials :
Steel Casing 2.20m. dia.
Welding Rod
Acetylene/Oxygen
m
m.
boxes
set
336,000.00
48.00
m.
48.00
21,500.00
trips
m.
8.00
48.00
5,000.00
4,500.00
48,000.00
48,000.00
m.
48.00
1,000.00
m
182.00
m.
182.00
26,200.00
b. Equipment :
Delivery/Hauling
Driving
trips
l.m.
31.00
182.00
5,000.00
5,000.00
c. Labor :
Driving
l.m.
182.00
1,000.00
c. Labor :
Driving
1,444,900.00
182.00
182.00
6.00
6.00
m.
b. Equipment :
Delivery/Hauling
Driving
120,000.00
216,000.00
1,060,900.00
400(24)b Permanent Steel Casing,
AS PER IMPLEMENTATION
400(24)a Permanent Steel Casing,
Ø1800mm
a. Materials :
Steel Casing 1.80m. dia.
400(24)b Permanent Steel Casing,
25,000.00
2,400.00
2,500.00
b. Equipment :
Delivery/Hauling
Driving
trips
l.m.
31.00
182.00
15,000.00
5,000.00
c. Labor :
Driving
l.m.
182.00
1,000.00
Ø2200mm
a. Materials :
Steel Casing 2.20m. dia.
4,550,000.00
14,400.00
15,000.00
465,000.00
910,000.00
4,579,400.00
1,375,000.00
182,000.00
182,000.00
TOTAL COST
6,136,400.00
7,581,300.00
1,032,000.00
40,000.00
216,000.00
1,032,000.00
256,000.00
48,000.00
48,000.00
1,336,000.00
182,000.00
182,000.00
6,015,400.00
4,768,400.00
155,000.00
910,000.00
4,768,400.00
1,065,000.00
TOTAL COST
7,351,400.00
229,900.00
:
PASTEURIZER AND KITCHEN ROOM RENOVATION
LOCATION
:
PAMPANGA
DESCRIPTION
:
Installation of Ceiling and Ceiling Support
Clearing and Disposal of Construction Debris
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Item
A.
1
Description
A
Unit
B
Quantity
C
Unit Price
D
Mat'l Cost
(B x C)
E
Equipt. Cost
(B x C)
CIVIL WORKS
Sealing of Moulding Hallway
going to Baking Room to
prevent production
contamination
a. Materials :
Sealant
gal
2.00
b. Equipment
c. Labor
2 Laborer
day
2.00
-
2
-
Demolition of Ceiling, PVC
wall panel and Concrete
Partition Wall
a. Materials :
b. Equipment
c. Labor :
1 Foreman
4 Laborer
day
day
1.00
1.00
-
3
-
Clearing and disposal of
Partition Wall
a. Materials :
b. Equipment
1 Dump Truck
day
1.00
c. Labor :
5 Laborer
day
1.00
-
-
-
PROJECT NAME
:
PASTEURIZER AND KITCHEN ROOM RENOVATION
LOCATION
:
PAMPANGA
DESCRIPTION
:
Installation of Ceiling and Ceiling Support
Clearing and Disposal of Construction Debris
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Item
4
Description
Installation of Ceiling &
Ceiling Support (Flat Ceiling)
a. Materials :
Carrying Channel
Double Furring
Wall Angle
Furring Clip
Blind rivets 3/8" x 5/32
Blind Rivets 3/4" x 5/32
Gypsum board 9mm
Gypsum screw 1"
A
Unit
sq.m
pcs
pcs
pcs
pcs
box
box
pcs
pcs
B
Quantity
C
Unit Price
D
Mat'l Cost
(B x C)
E
Equipt. Cost
(B x C)
50.95
25.00
40.00
25.00
85.00
1.00
1.00
20.00
1,600.00
b. Equipment
c. Labor :
1 Foreman
5 Skilled Laborer
day
day
2.00
6.00
-
5
-
Construction of new concrete
partition wall embedded on
flooring
a. Materials :
CHB 4"
Cement
Sand
RSB 10.0mm x 6m
Drywall Partition (Double Wall)
Metal Tracks (3" x 32 x 76)
Metal studs (3" x 32 x 76)
Metal Furring 4mm x 19mm x 50mm x 5m
Blind rivets 3/8" x 5/32
Flexboard 6.0mm
pcs
bag
cu.m.
pcs
90.00
4.00
1.00
5.00
sq.m.
pcs
pcs
pcs
boxes
pcs
27.00
10.00
50.00
7.00
2.00
b. Equipment
c. Labor :
1 Foreman
5 Skilled Laborer
day
day
1.00
3.00
-
-
PROJECT NAME
:
PASTEURIZER AND KITCHEN ROOM RENOVATION
LOCATION
:
PAMPANGA
DESCRIPTION
:
Installation of Ceiling and Ceiling Support
Clearing and Disposal of Construction Debris
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Item
6
Description
Plastering of wall for
wall tiling
a. Materials :
Cement
Sand
A
Unit
B
Quantity
sq.m
54.00
bags
cu.m.
30.00
2.00
b. Equipment
c. Labor :
1 Foreman
5 Skilled Laborer
7
Installation of Wall Tiles
12'' x 12''
a. Materials :
12''x12'' Wall Tiles
Cement
Tile Grout (5kg/bag)
day
day
C
Unit Price
D
Mat'l Cost
(B x C)
E
Equipt. Cost
(B x C)
-
-
-
-
-
-
-
-
-
-
0.50
sq.m
89.10
pcs
bags
bags
1,021.00
30.00
10.00
day
day
1.00
7.00
b. Equipment
c. Labor :
1 Foreman
5 Skilled Laborer
8
Replacement of Stainless
Steel Door and Door Frame
a. Materials :
Stainless Steel Door
pc
1.00
day
1.00
b. Equipment
c. Labor :
Laborer
9
Dismantle and Reinstallation
of Exhaust Fan
a. Materials :
Exhaust Fan
sq.m
pc
1.00
day
0.50
b. Equipment
c. Labor :
1 Laborer
PROJECT NAME
:
PASTEURIZER AND KITCHEN ROOM RENOVATION
LOCATION
:
PAMPANGA
DESCRIPTION
:
Installation of Ceiling and Ceiling Support
Clearing and Disposal of Construction Debris
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Item
10
Description
Installation of Concrete Coving
a. Materials :
Concrete Coving
A
Unit
B
Quantity
lot
1.00
lot
1.00
day
day
1.00
1.00
C
Unit Price
D
Mat'l Cost
(B x C)
E
Equipt. Cost
(B x C)
b. Equipment
c. Labor :
1 Foreman
2 Skilled Laborer
11
-
-
-
-
Water Piping for Water
Supply Sink
a. Materials :
Water Piping for Water
Supply Sink
lot
1.00
day
day
2.00
3.00
b. Equipment
c. Labor :
1 Foreman
5 Laborer
---------------------------------------------F
Labor Cost
(B x C)
G
Direct Cost
(D + E + F)
-
-
-
-
-
-
---------------------------------------------F
Labor Cost
(B x C)
G
Direct Cost
(D + E + F)
-
-
0.80
8.71
0.08
4,608.00
216.00
7.00
-
-
F.1
a.
b.
c.
d.
e.
f.
Drywall Partition (Double Wall)
Metal Tracks (3" x 32 x 76)
Metal studs (3" x 32 x 76)
Metal Furring 4mm x 19mm x 50mm x 5m
Blind rivets 3/8" x 5/32
Flexboard 6.0mm
Gypsum board 12mm
---------------------------------------------F
Labor Cost
(B x C)
G
Direct Cost
(D + E + F)
-
-
-
-
-
-
-
-
-
-
14.56
5.85
34.84
11.71
3.00
35.13
40.69
122.07
14.85
29.70
89.10
---------------------------------------------F
Labor Cost
(B x C)
G
Direct Cost
(D + E + F)
-
-
-
-
0.00
0.80
10.00
0.00
sq.m.
pcs
pcs
pcs
boxes
pcs
pcs
30.86
11.00
54.00
8.00
2.00
2.00
22.00
0.00
0.00
0.00
0.00
0.00
0.00
230,286,440.17 ABC
#VALUE!
#VALUE!
OCM
VAT
W.Tax
OCM
VAT
W.Tax
OCM
VAT
W.Tax
OCM
VAT
W.Tax
64.00
16.00
7400
296
5328
Republic of the Philippines
Department of Public Works and Highways (DPWH)
OFFICE OF THE REGIONAL DIRECTOR
Regional Office I
City of San Fernando, La Union
Item
No.
A.
A(1)
A(2)
A(3)
DESCRIPTION
(Unit cost in Words)
BILL OF QUANTITIES
UNIT
QUANTITY
UNIT COST
(Pesos)
FACILITIES FOR THE ENGINEERS
Engineer's Field Office Rental
Engineer's Field Office (Operation & Mainten
Assistance to Engineer's
Mo.
Mo.
Mo.
18.00
18.00
18.00
#REF!
#REF!
#REF!
Sub-total for A
B.
100
102
104
P
EARTHWORKS
Clearing & Grubbing
Excavation (Roadway)
Embankment
sq.m.
cu.m.
cu.m.
7,879.51
859.56
17,819.20
#REF!
#REF!
-
Sub-total for B
C.
200
P
SUB-BASE COURSES
Aggregate Sub-base Course
cu.m.
1,128.31
-
Sub-total for C
D.
311a
311b
P
SURFACING COURSE
PCC Pavement (Carriageway, t=230mm,w=
PCC Pavement (Shoulder, t=150mm,w=2000
sq.m.
sq.m.
3,886.00
2,320.00
#REF!
Sub-total for D
E.
BRIDGE CONSTRUCTION
400(17)a Concrete Piles Cast in Drilled Holes,Ø1800m
400(17)b Concrete Piles Cast in Drilled Holes,Ø2200m
400(22)a Pile Integrity Testing (Sonic)
400(22)b High Strain Dynamic Testing (P.D.A.)
400(24)a Permanent Steel Casing, Ø1800mm
400(24)b Permanent Steel Casing, Ø2200mm
Concrete Railing
401
404a Reinforcing Steel Bar, Grade 40
404b Reinforcing Steel Bar, Grade 60
405a Structural Concrete (super structure)
405b Structural Concrete (sub-structure)
Prestressed Concrete Girder (35m, Type V)
including launching/erection
Elastrometric Bearing Pad
412
Spl-1a Rubber Expansion Joint
Spl-1 Structural Steel (Drain Pipes)
406
Spl-2
Construction and Removal of Crane Way
(Including, repair & Maintenance
Sub-total for E
F.
P
MISCELLANEOUS STRUCTURES
m.
m.
each
each
m
m
m
kg.
kg.
cu.m.
cu.m.
168.00
497.00
9.00
5.00
48.00
182.00
560.80
105,738.37
136,252.27
876.86
501.97
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
pcs.
32.00
#REF!
each
pcs.
Pcs.
64.00
3.00
64.00
#REF!
#REF!
#REF!
1.00
#REF!
l.s.
-
P
Republic of the Philippines
Department of Public Works and Highways (DPWH)
OFFICE OF THE REGIONAL DIRECTOR
Regional Office I
City of San Fernando, La Union
BILL OF QUANTITIES
DESCRIPTION
Item
UNIT
No.
(Unit cost in Words)
Stone Masonry
506
cu.m.
Gabions (2.0 x 1.0 x 1.0)
511
cu.m.
603(5) Concrete Guardrail
m.
Road Signs
605
l.s.
Bio-Engineering
Solutions
(Coconet,
CGN
700
622a
Sq.m.
622b Bio-Engineering Solutions (Cocologs/Fasci
m.
622c Bio-Engineering Solutions (Vegetation, Veti
Sq.m.
QUANTITY
4,734.50
866.00
909.00
1.00
1,580.00
794.80
1,580.00
UNIT COST
(Pesos)
#REF!
#REF!
#REF!
#REF!
#REF!
Sub-total for F
G.
Spl-3
Spl-4
P
OTHER GENERAL REQUIREMENTS
Construction Safety & Health
Mobilization & Demobilization
l.s.
l.s.
Sub-total for H
1.00
1.00
#REF!
#REF!
P
Total Amount of Bid Php
ABC
Estimated Direct Cost
Profit (15%)
Taxes (5% + 2%)
Materials Testing
TOTAL COST
(Pesos)
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
-
#REF!
#REF!
#REF!
#REF!
-
-
-
-
#REF!
-
-
#REF!
-
-
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
-
-
-
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
TOTAL COST
(Pesos)
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
230,286,440.17 abc
#REF!
#REF!
230,826,440.17
#REF!
34,623,966.03
#REF!
2,308,264.40
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
-
-
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
A.
101
:
:
:
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Description
Unit
Quantity
Unit Price
Contract
Bridge Construction:
Removal of existing Structure
l.s.
1.00
In words:
One Million Four Hundred Four
Thousand Two Hundred Sixty
Five Pesos & 75/100
In words:
In Figures:
In Figures:
One Million Four
Thousand Two H
Five Pesos &
1,404,265.75
104
Embankment
cu.m.
336.00
In words:
Eight Hundred Thirty Nine
Pesos & 39/100
In words:
In Figures:
In Figures:
Two Hundred E
Thousand Thirty
& 04/1
839.39
400(22)a
High Strain Dynamic Test (PDA)
each
3.00
In words:
Two Hundred Eighty Three
Thousand Two Hundred
Seventy Nine Pesos & 50/100
In words:
Eight Hundred Forty
Eight hundred Thir
& 50/1
In Figures:
In Figures:
283,279.50
400(22)b
Low Strain Dynamic Test (PIT)
each
6.00
In words:
Forty Nine Thousand
Two Hundred Sixty Six
Pesos
In words:
In Figures:
In Figures:
Two Hundred N
Thousand Five
Ninety Six
49,266.00
400(23)a
Bored Piles, 1.40m dia for
abutments
l.m.
160.00
In words:
Fifty Six Thousand Five
Hundred Fifty Three Pesos
& 03/100
In words:
Nine Million Forty E
Four Hundred Eigh
& 80/1
In Figures:
In Figures:
56,553.03
400(23)b
Bored Piles, 1.50m dia for Piers
l.m.
320.00
In words:
Seventy Three Thousand
Two Hundred Ninety Two
Pesos & 11/100
In words:
Twenty Three Millio
Fifty Three Thou
Hundred Seventy
In Figures:
In Figures:
73,292.11
400(25)a
Permanent Steel Casing 1.40m dia for abutments
(10mm thk)
l.m.
24.00
In words:
Thirty Four Thousand Eight
Hundred Sixty Five Pesos
& 96/100
In words:
Eight Hundred Thirt
Seven Hundred
Pesos & 0
In Figures:
In Figures:
34,865.96
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
400(25)b
:
:
:
Description
Permanent Steel Casing 1.50m dia for Piers
(10mm thk)
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Unit
l.m.
Quantity
48.00
Unit Price
Contract
In words:
Thirty Nine Thousand Three
Hundred Ninety Nine Pesos
& 97/100
In words:
One Million Eight H
One Thousand One
Eight Pesos
In Figures:
In Figures:
39,399.97
401
R.C. Railing & Post
l.m.
310.00
In words:
Five Thousand Three
Hundred Sixty Four Pesos
& 05/100
In words:
One Million Six Hun
Thousand Eight H
Five Pesos &
In Figures:
In Figures:
5,364.05
403
Metal Structures
kgs
6,197.00
In words:
One Hundred Four Pesos
& 69/100
In words:
Six Hundred Forty E
Seven Hundred Six
& 93/1
In Figures:
In Figures:
104.69
404a
Reinforcing Steel, G-40
kgs
77,498.00
In words:
Fifty Eight Pesos & 30/100
In words:
Four Million Five Hu
Thousand One H
Three Pesos
In Figures:
In Figures:
58.30
404b
Reinforcing Steel, G-60
kgs
87,630.00
In words:
Sixty Pesos & 77/100
In words:
Five Million Three H
Five Thousand T
Seventy Five Pe
In Figures:
In Figures:
60.77
405a
Structural Concrete, Class "A"
fc'=20.60 Mpa
cu.m.
31.20
In words:
Six Thousand Six Hundred
Eighty Three Pesos & 28/100
In words:
In Figures:
In Figures:
Two Hundred Eig
Five Hundred Eig
& 34/1
6,683.28
405b
Structural Concrete, Class "A"
fc'=27.60Mpa
cu.m.
698.80
In words:
Eight Thousand Four Hundred
Twenty Six Pesos & 09/100
In words:
Five Million Eight H
Eight Thousand O
Fifty One Peso
In Figures:
In Figures:
8,426.09
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
405c
:
:
:
Description
Lean Concrete
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Unit
cu.m.
Quantity
Unit Price
2.00
Contract
In words:
Four Thousand One Hundred
Fifty Six Pesos & 82/100
In words:
Eight Thousand T
Thirteen Peso
In Figures:
In Figures:
4,156.82
406a
409
Pre-stressed Concrete
Girder, Type V
Elastomeric Bearing Pads
(700x700x40mm, Duro 60)
pcs
pcs
20.00
40.00
In words:
One Million Three Hundred
Sixty Seven Thousand One
Hundred Thirty One Pesos
& 50/100
In Figures:
1,367,131.50
In words:
Twenty Seven Million
Forty Two Thousan
Thirty Pe
In words:
Twenty Five Thousand Two
Hundred Forty Eight Pesos
& 83/100
In words:
One Million Nine T
Hundred Fifty T
& 20/1
In Figures:
In Figures:
In Figures:
25,248.83
505a
Grouted Riprap
cu.m.
150.00
In words:
Three Thousand Seven
Hundred Thirty Three Pesos
& 62/100
In words:
In Figures:
In Figures:
Five Hundred Six
Forty Three
3,733.62
505b
Grouted Riprap, side-drain
cu.m.
10.00
In words:
Three Thousand Seven
Hundred Seventy Pesos
& 08/100
In words:
In Figures:
In Figures:
Thirty Seven Tho
Hundred Peso
3,770.08
SPL-1
Loose Boulder Apron
cu.m.
116.00
In words:
One Thousand Three
Hundred Fifty Four Pesos
& 82/100
In words:
One Hundred Fifty S
One Hundred Fift
& 12/1
In Figures:
In Figures:
1,354.82
Sub-total
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
B.
101(a)
:
:
:
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Description
Unit
Quantity
Unit Price
Contract
Approaches:
Removal of existing riprap
cu.m.
22.00
In words:
One Thousand Five Hundred
Fifty Two Pesos & 44/100
In words:
In Figures:
In Figures:
Thirty Four Tho
Hundred Fifty T
& 68/1
1,552.44
101(b)
Removal of existing lined canal
sq.m.
176.00
In words:
Nine Hundred Ninety Four
Pesos & 07/100
In words:
In Figures:
In Figures:
One Hundred S
Thousand Nine H
Six Pesos &
994.07
102
Roadway Excavation
cu.m.
732.00
In words:
Two Hundred Fifty Three
Pesos & 46/100
In words:
In Figures:
In Figures:
One Hundred E
Thousand Five H
Two Pesos &
253.46
103-1
Structure Excavation
cu.m.
468.00
In words:
Two Hundred Ninety Seven
Pesos & 33/100
In words:
One Hundred Thirty
One Hundred Fifty P
In Figures:
In Figures:
297.33
103-3
Granular Bedding
cu.m.
24.00
In words:
Three Thousand Five
Hundred Eleven
Pesos & 74/100
In words:
In Figures:
In Figures:
Eighty Four T
Two Hundre
One Pesos &
3,511.74
104-2
Embankment from Borrow
cu.m.
1,264.00
In words:
Seven Hundred Eight Pesos
& 77/100
In words:
In Figures:
In Figures:
708.77
Eight Hundred
Thousand Eight H
Five Pesos &
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
105
:
:
:
Description
Subgrade preparation on
existing gravel
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Unit
sq.m
Quantity
133.00
Unit Price
Contract
In words:
Eighteen Pesos & 15/100
In words:
Two Thousand F
Thirteen Peso
In Figures:
In Figures:
18.15
200
Aggregate sub-base course
cu.m
1,178.00
In words:
One Thousand Four Hundred
Sixty One Pesos & 46/100
In words:
One Million Seven H
One Thousand F
Ninety Nine Pes
In Figures:
In Figures:
1,461.46
311(a)
PCCP (t=0.30m)
sq.m.
2,339.00
In words:
One Thousand Six Hundred
Thirty Five Pesos & 54/100
In words:
Three Million Eight H
Five Thousand F
Twenty Eight Pes
In Figures:
In Figures:
1,635.54
311(b)
PCCP (t=0.23m)
sq.m.
1,788.00
In words:
One Thousand Two Hundred
Seventy Two Pesos
& 41/100
In words:
Two Million Two Hu
Five Thousand Six
& 08/1
In Figures:
In Figures:
1,272.41
404
Reinforcing Steel Bar
kgs
17,361.00
In words:
Fifty Eight Pesos & 36/100
In words:
One Million Thirte
One Hundred Eight
& 96/1
In Figures:
In Figures:
58.36
405
Structural Concrete
Class "B"
cu.m
135.00
In words:
Five Thousand Nine Hundred
Fifty Eight Pesos & 91/100
In words:
Eight Hundred Four
Hundred Fifty Two P
In Figures:
In Figures:
5,958.91
506
Stone Masonry
cu.m.
770.00
In words:
Three Thousand Eight
Hundred Pesos & 04/100
In words:
Two Million Nine H
Six Thousand T
& 80/1
In Figures:
In Figures:
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
:
:
:
Description
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Unit
Quantity
Unit Price
Contract
3,800.04
603(3)
Metal Beam Guardrail
l.m.
416.00
In words:
Two Thousand Six Hundred
Forty One Pesos & 68/100
In words:
One Million Ninety E
Nine Hundred Thir
& 88/1
In Figures:
In Figures:
2,641.68
612(a)
Thermoplastic Stripping
Materials (white)
sq.m.
79.00
In words:
Nine Hundred Eighty Five
Pesos & 32/100
In words:
Seventy Seven Th
Hundred Forty Pe
In Figures:
In Figures:
985.32
612(b)
Thermoplastic Stripping
Materials (yellow)
sq.m.
16.00
In words:
Nine Hundred Eighty Five
Pesos & 32/100
In words:
Fifteen Thousand S
Sixty Five Peso
In Figures:
In Figures:
985.32
Sub-total -------
C.
SPL-1
Other General Requirement:
Mobilization/Demobilization
l.s.
1.00
In words:
Three Hundred Ninety Two
Thousand One Hundred
Thirty Two Pesos & 73/100
In words:
In Figures:
In Figures:
Three Hundred
Thousand One
Thirty Two Peso
392,132.73
SPL-2
Project Signboard
each
2.00
In words:
Nine Thousand Eight
Hundred Fifty Three Pesos
& 20/100
In words:
In Figures:
In Figures:
Nineteen Thous
Hundred Six Pes
9,853.20
SPL-3
Const. Safety & health
l.s.
1.00
In words:
Three Hundred Seven
Thousand Four Hundred
Nineteen Pesos & 84/100
In words:
Three Hundre
Thousand Fou
Nineteen Peso
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
:
:
:
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Description
Unit
Quantity
Unit Price
Contract
In Figures:
In Figures:
307,419.84
SPL-4
Provide & Maintain Traffic Control
l.s.
1.00
In words:
Seven Hundred Nine Thousand
Nine Hundred Twenty Three
Pesos & 06/100
In words:
Seven Hundred N
Nine Hundred T
Pesos & 0
In Figures:
In Figures:
709,923.06
SPL-5a
Facilities for the Engineer
l.s.
1.00
In words:
Nine Hundred Twenty Three
Thousand Seven Hundred
Thirty Seven Pesos & 50/100
In words:
In Figures:
In Figures:
Nine Hundred T
Thousand Seve
Thirty Seven Pes
923,737.50
SPL-5b
Service Vehicle
(toyota, 4x4 Pick up diesel engine (double cab)
mo
12.00
In words:
Forty Thousand Six Hundred
Forty Four Pesos & 45/100
In words:
In Figures:
In Figures:
Four Hundred E
Thousand Seven H
Three Pesos
40,644.45
Sub-total ------GRAND TOTAL (AMOUNT IN FIGURES):
AMOUNT IN WORDS:
ONE HUNDRED THREE MILLION FIVE HUNDRED FORTY
FOUR THOUSAND SIX HUNDRED FOURTEEN PESOS & 60/100
CONTRACT DURATION
360 C.D.
READ AND ACCEPTED AND GOOD FOR AGREEMENT
Date
:
March 16, 2013
Signature
:
In capacity as
:
President/Authorized Managing Officer
Duly authorized for Bids and in behalf of
:
Haidee Construction & Development Corporation
BILL OF QUANTITIES
Project
Location
Project Duration
Item No.
:
:
:
Replacement/Rehab./Strengthening of Cabetican Bridge along San Fernando-Lubao Road
Pampanga
360 calendar days
Description
Unit
Quantity
Unit Price
READ AND ACCEPTED AND GOOD FOR AGREEMENT
Date
:
March 16, 2012
Signature
:
In capacity as
:
President/Authorized Managing Officer
Duly authorized for Bids and in behalf of
:
Haidee Construction & Development Corporation
Contract
Contract Cost
Unit Cost
Total Cost
#REF!
Remarks
#REF!
#REF!
One Million Four Hundred Four
Thousand Two Hundred Sixty
Five Pesos & 75/100
1,404,265.75
-
-
(839.39)
Two Hundred Eighty Two
Thousand Thirty Five Pesos
& 04/100
282,035.04
#REF!
#REF!
#REF!
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#REF!
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Eight Hundred Forty Nine Thousand
Eight hundred Thirty Eight Pesos
& 50/100
849,838.50
Two Hundred Ninety Five
Thousand Five Hundred
Ninety Six Pesos
295,596.00
Nine Million Forty Eight Thousand
Four Hundred Eighty Four Pesos
& 80/100
9,048,484.80
Twenty Three Million Four Hundred
Fifty Three Thousand Four
Hundred Seventy Five Pesos
& 20/100
23,453,475.20
Eight Hundred Thirty Six Thousand
Seven Hundred Eighty Three
Pesos & 04/100
836,783.04
-
Contract Cost
Unit Cost
Total Cost
Remarks
#REF!
#REF!
#REF!
#REF!
#REF!
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#REF!
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#REF!
One Million Eight Hundred Ninety
One Thousand One Hundred Ninety
Eight Pesos & 56/100
1,891,198.56
One Million Six Hundred Sixty Two
Thousand Eight Hundred Fifty
Five Pesos & 50/100
1,662,855.50
Six Hundred Forty Eight Thousand
Seven Hundred Sixty Three Pesos
& 93/100
648,763.93
Four Million Five Hundred Eighteen
Thousand One Hundred Thirty
Three Pesos & 40/100
4,518,133.40
-
-
(60.77)
-
-
(6,683.28)
-
-
(8,426.09)
Five Million Three Hundred Twenty
Five Thousand Two Hundred
Seventy Five Pesos & 10/100
5,325,275.10
Two Hundred Eight Thousand
Five Hundred Eighteen Pesos
& 34/100
208,518.34
Five Million Eight Hundred Eighty
Eight Thousand One Hundred
Fifty One Pesos & 69/100
5,888,151.69
Contract Cost
Unit Cost
Total Cost
Remarks
#REF!
#REF!
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#REF!
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#REF!
Eight Thousand Three Hundred
Thirteen Pesos & 64/100
8,313.64
Twenty Seven Million Three Hundred
Forty Two Thousand Six Hundred
Thirty Pesos
27,342,630.00
One Million Nine Thousand Nine
Hundred Fifty Three Pesos
& 20/100
1,009,953.20
Five Hundred Sixty Thousand
Forty Three Pesos
560,043.00
Thirty Seven Thousand Seven
Hundred Pesos & 80/100
37,700.80
One Hundred Fifty Seven Thousand
One Hundred Fifty Nine Pesos
& 12/100
157,159.12
85,429,174.61
Contract Cost
Unit Cost
Total Cost
Remarks
#REF!
#REF!
#REF!
#REF!
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#REF!
Thirty Four Thousand One
Hundred Fifty Three Pesos
& 68/100
34,153.68
One Hundred Seventy Four
Thousand Nine Hundred Fifty
Six Pesos & 32/100
174,956.32
One Hundred Eighty Five
Thousand Five Hundred Thirty
Two Pesos & 72/100
185,532.72
One Hundred Thirty Nine Thousand
One Hundred Fifty Pesos & 44/100
139,150.44
Eighty Four Thousand
Two Hundred Eighty
One Pesos & 76/100
84,281.76
Eight Hundred Ninety Five
Thousand Eight Hundred Eighty
Five Pesos & 28/100
895,885.28
Contract Cost
Unit Cost
Total Cost
Remarks
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
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#REF!
Two Thousand Four Hundred
Thirteen Pesos & 95/100
2,413.95
One Million Seven Hundred Twenty
One Thousand Five Hundred
Ninety Nine Pesos & 88/100
1,721,599.88
Three Million Eight Hundred Twenty
Five Thousand Five Hundred
Twenty Eight Pesos & 06/100
3,825,528.06
Two Million Two Hundred Seventy
Five Thousand Sixty Nine Pesos
& 08/100
2,275,069.08
One Million Thirteen Thousand
One Hundred Eighty Seven Pesos
& 96/100
1,013,187.96
Eight Hundred Four Thousand Four
Hundred Fifty Two Pesos & 85/100
804,452.85
Two Million Nine Hundred Twenty
Six Thousand Thirty Pesos
& 80/100
Contract Cost
Unit Cost
Total Cost
Remarks
2,926,030.80
#REF!
#REF!
#REF!
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#REF!
#REF!
#REF!
#REF!
#REF!
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#REF!
#REF!
#REF!
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#REF!
#REF!
#REF!
One Million Ninety Eight Thousand
Nine Hundred Thirty Eight Pesos
& 88/100
1,098,938.88
Seventy Seven Thousand Eight
Hundred Forty Pesos & 28/100
77,840.28
Fifteen Thousand Seven Hundred
Sixty Five Pesos & 12/100
15,765.12
15,274,787.06
Three Hundred Ninety Two
Thousand One Hundred
Thirty Two Pesos & 73/100
392,132.73
Nineteen Thousand Seven
Hundred Six Pesos & 40/100
19,706.40
Three Hundred Seven
Thousand Four Hundred
Nineteen Pesos & 84/100
Contract Cost
Unit Cost
Total Cost
Remarks
307,419.84
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
Seven Hundred Nine Thousand
Nine Hundred Twenty Three
Pesos & 06/100
709,923.06
Nine Hundred Twenty Three
Thousand Seven Hundred
Thirty Seven Pesos & 50/100
923,737.50
Four Hundred Eighty Seven
Thousand Seven Hundred Thirty
Three Pesos & 40/100
487,733.40
2,840,652.93
103,544,614.60
DRED FORTY
N PESOS & 60/100
103,617,305.65
72,691.05
Contract Cost
Unit Cost
Total Cost
Remarks
Wt. %
#REF!
854.08
#REF!
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286,970.88
Wt. %
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Wt. %
Contract ID.
Project
Location
Project Duration
: 13Z00010
: Construction of Bocboc Bridge, San Carlos City-Aguilar Road, Sta
Sta.9+324.91 and Sta.8+727.75 to Sta.9+009.05 (Bridge, BBW)
: San Carlos City, Pangasinan
: 540 Calendar Days
BID SUMMARY
Part No.
A.
A(1)
A(2)
A(3)
B.
100
102
104
C.
200
D.
311a
311b
E.
400(17)a
400(17)b
400(22)a
400(22)b
400(24)a
400(24)b
401
404a
404b
405a
405b
406
412
Spl-1a
Spl-1
Spl-2
B.
101(a)
101(b)
102
103-1
103-3
104-2
105
200
311(a)
311(b)
404
Part Description
FACILITIES FOR THE ENGINEER
Engineer's Field Office Rental
Engineer's Field Office (Operation & Maintenance)
Assistance to Engineers
EARTHWORKS
Clearing & Grubbing
Excavation (Roadway)
Embankment
SUB-BASE COURSES
Aggregate sub-base course
SURFACING COURSE
PCC Pavement (Carriageway t=230mm, w=6700mm)
PCC Pavement (Shoulder, t=150mm, w=2000mm)
BRIDGE CONSTRUCTION
Concrete Piles Cast in Drilled Holes, dia1800mm
Concrete Piles Cast in Drilled Holes, dia2200mm
Pile Integrity Testing (Sonic)
High Strain Dynamic Testing (P.D.A.)
Permanent Steel Casing, dia1800mm
Permanent Steel Casing, dia2200mm
Concrete Railing
Reinforcing Steel Bar, Grade 40
reinforcing Steel Bar, Grade 60
Structural Concrete (super structure)
Structural Concete (sub-structure)
Prestressed Concrete Girder (35m, Type V) including launching/erection
Elastomeric Bearing Pad
Rubber Expansion Joint
Structural Steel (Drain Pipes)
Construction and Removal of Crane way (incldg. Repair & maintenance)
Approaches:
Removal of existing riprap
Removal of existing lined canal
Roadway Excavation
Structure Excavation
Granular Bedding
Embankment from Borrow
Sub-grade preparation on existing gravel
Aggregate sub-base course
PCCP (t=0.30m)
PCCP (t=0.23m)
Reinforcing Steel Bar
Contract ID.
Project
Location
Project Duration
: 13Z00010
: Construction of Bocboc Bridge, San Carlos City-Aguilar Road, Sta
Sta.9+324.91 and Sta.8+727.75 to Sta.9+009.05 (Bridge, BBW)
: San Carlos City, Pangasinan
: 540 Calendar Days
BID SUMMARY
Part No.
405
506
603(3)
612(a)
612(b)
C.
SPL-1
SPL-2
SPL-3
SPL-4
SPL-5a
SPL-5b
Part Description
Structural Concrete, Class "B"
Stone Masonry
Metal Beam Guardrail
Thermoplastic Stripping
Materials (white)
Thermoplastic Stripping
Materials (yellow)
Other General Requirement:
Mobilization/Demobilization
Project Signboard
Const. Safety & health
Traffic Control and Mgmt.
Facilities for the Engineer
Service Vehicle
Total Amount
Total of All Amounts in words
ONE HUNDRED THREE MILLION FIVE HUNDRED FORTY
FOUR THOUSAND SIX HUNDRED FOURTEEN PESOS & 60/100
READ AND ACCEPTED AND GOOD FOR AGREEMENT
Date
:
Signature
:
March 16, 2013
In capacity as
:
President/Authorized Managing Officer
Duly authorized for Bids and in behalf of
:
Haidee Construction & Development Corporation
s City-Aguilar Road, Sta.8+500 to
+009.05 (Bridge, BBW)
1,404,265.75
282,035.04
849,838.50
295,596.00
9,048,484.80
23,453,475.20
836,783.04
1,891,198.56
1,662,855.50
648,763.93
4,518,133.40
5,325,275.10
208,518.34
5,888,151.69
8,313.64
27,342,630.00
1,009,953.20
560,043.00
37,700.80
157,159.12
In
In
In
In
In
Figures:
Figures:
Figures:
Figures:
Figures:
-
34,153.68
174,956.32
185,532.72
139,150.44
84,281.76
895,885.28
2,413.95
1,721,599.88
3,825,528.06
2,275,069.08
1,013,187.96
s City-Aguilar Road, Sta.8+500 to
+009.05 (Bridge, BBW)
Development Corporation
804,452.85
2,926,030.80
1,098,938.88
77,840.28
15,765.12
392,132.73
19,706.40
307,419.84
709,923.06
923,737.50
487,733.40
103,544,614.60
Contract ID. : 13C00015
Contract Name: Replacement/Rehab./Strengthening of Cabetican Bridge along
San Fernando - Lubao Road
Contract Location: Pampanga
Summary Sheet For Unit Prices
A.) Construction Materials
Item No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
Description
Acetylene/Oxygen
Embankment
Steel Casing 1.40m dia
Welding Rod
Steel Casing 1.50m dia
Ready Mix Concrete (401), (405b)
Reinforcing Steel Bar G-40
Reinforcing Steel Bar G-60
Formlumber
Plywood
CW Nail
Tie Wire #16
Moulding Chamfer
Metal Structures and Accessories
Ready Mix Concrete (405a)
Metal Forms
Curing Compound
PEJ Filler 1"
Elastomeric Bearing Pad
(700x700x40mm Duro 60)
Boulders
Cement
Sand
75mm dia Pipe Sleeve
Coco lumber
Gravel
Filter cloth
Common Borrow
Aggt. Subbase Course
Ready Mix Concrete (311(a))
Metal Guardrail
End Rail
Bolts & Nuts 5/8 x 9"
Bolts & Nuts 5/8 x 1"
Unit
set
cu.m.
l.m.
box
l.m.
l.m.
kg
kg
bd.ft.
pc
box
roll
l.ft.
kg
cu.m.
ls.
drum
lot
pc
cu.m.
bag
cu.m.
pc
bd.ft.
cu.m.
sq.m.
cu.m.
cu.m.
cu.m.
pc
pc
pc
pc
Submitted By :
ROMMEL T. CONCEPCION
President/Authorized Managing Officer
Haidee Construction and Development Corporation
Contract ID. : 13C00015
Contract Name: Replacement/Rehab./Strengthening of Cabetican Bridge along
San Fernando - Lubao Road
Contract Location: Pampanga
Summary Sheet For Unit Prices
A.) Construction Materials
Item No.
34
35
36
37
38
39
40
41
42
43
44
45
46
47
Description
First Aide Kit
PPE (Safety Helmet, Safety Vest,
Safety Shoes)
Uniform
Temporary Signs
Delinator
Flashing Arrow
Safety Vest
Aircon, 2 hp
Office Supplies
Office Desk
Swivel Chair
Progress Photo
Laptop with Printer
Electric & Water Consumption
Unit
mo
mo
dozen
pc
pc
set
pc
unit
mo
unit
unit
mo
unit
mo
B.) Construction Equipment
Item No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Description
Backhoe with Breaker
Backhoe
Dumptruck
Road Roller
Water Truck
Road Grader
Welding Machine
Cutting Outfit
Generator Set
Crawler Crane
One Bagger Mixer
Pumpcrete
Payloader
Service Vehicle (rental)
Unit
day
day
day
day
day
day
day
day
day
day
cu.m.
cu.m.
day
mo.
Submitted By :
ROMMEL T. CONCEPCION
President/Authorized Managing Officer
Haidee Construction and Development Corporation
Contract ID. : 13C00015
Contract Name: Replacement/Rehab./Strengthening of Cabetican Bridge along
San Fernando - Lubao Road
Contract Location: Pampanga
Summary Sheet For Unit Prices
C.) Manpower Rates
Item No.
1
2
3
4
5
6
7
8
Description
Foreman
Operator
Driver
Skilled Laborer
Laborer
Utility
Trafficman
First Aider
Unit
day
day
day
day
day
mos.
day
mos.
Submitted By :
ROMMEL T. CONCEPCION
President/Authorized Managing Officer
Haidee Construction and Development Corporation
Prices
Direct Unit Cost
2,500.00
250.00
20,900.00
2,400.00
22,550.00
4,000.00
40.00
42.00
25.00
750.00
1,200.00
2,400.00
6.00
60.00
3,500.00
5,000.00
4,500.00
14,000.00
20,000.00
700.00
250.00
250.00
180.00
25.00
750.00
75.00
350.00
800.00
3,800.00
4,000.00
4,500.00
50.00
15.00
Prices
Direct Unit Cost
2,000.00
5,000.00
1,800.00
900.00
800.00
5,000.00
150.00
35,000.00
1,500.00
6,000.00
4,000.00
1,000.00
45,000.00
10,000.00
Direct Unit Cost
17,600.00
14,400.00
8,000.00
12,000.00
4,800.00
12,000.00
800.00
1,500.00
4,400.00
18,000.00
100.00
350.00
12,000.00
18,000.00
Prices
Direct Unit Cost
600.00
450.00
400.00
380.00
340.00
10,000.00
340.00
12,000.00
QUARTERLY CASH FLOW AND PAYMENT SCHEDULE
PARTICULAR
ACCOMPLISHMENT (%)
CASH FLOW (P)
CUMULATIVE ACCOMPLISHMENT(%)
CUMULATIVE CASH FLOW(P)
Contractor's Name:
HAIDEE CONSTRUCTION AND
DEVELOPMENT CORPORATION
1st
2nd
3rd
(90 c.d)
(180 c.d)
(270 c.d)
35.71%
38.42%
18.39%
36,975,781.87
39,781,840.93
19,041,854.62
35.71%
74.13%
92.52%
36,975,781.87
76,757,622.80
95,799,477.43
Project Name/Location:
Contract ID : 13CO0015, Replacement/Rehab./Strengthening of Cabetican Bridge along San
Fernando-Lubao Road, Pampanga
Submitted by:
4th
(360 c.d)
7.48%
7,745,137.17
100.00%
103,544,614.60
ROMMEL T. CONCEPCION
President/AMO
103,544,614.60
Abstract for Steel Casing
AS PER BUDGETRARY COST
400(24)a Permanent Steel Casing,
Ø1800mm
a. Materials :
Steel Casing 1.80m. dia.
Welding Rod
Acetylene/Oxygen
b. Equipment :
Delivery/Hauling
Driving
c. Labor :
Driving
m.
48.00
m.
boxes
set
48.00
1.00
1.00
22,000.00
2,400.00
2,500.00
trips
m.
8.00
48.00
15,000.00
4,500.00
m.
48.00
1,056,000.00
2,400.00
2,500.00
1,000.00
Ø2200mm
a. Materials :
Steel Casing 2.20m. dia.
Welding Rod
Acetylene/Oxygen
m
m.
boxes
set
336,000.00
48.00
m.
48.00
21,500.00
trips
m.
8.00
48.00
5,000.00
4,500.00
48,000.00
48,000.00
m.
48.00
1,000.00
m
182.00
m.
182.00
26,200.00
b. Equipment :
Delivery/Hauling
Driving
trips
l.m.
31.00
182.00
5,000.00
5,000.00
c. Labor :
Driving
l.m.
182.00
1,000.00
c. Labor :
Driving
1,444,900.00
182.00
182.00
6.00
6.00
m.
b. Equipment :
Delivery/Hauling
Driving
120,000.00
216,000.00
1,060,900.00
400(24)b Permanent Steel Casing,
AS PER IMPLEMENTATION
400(24)a Permanent Steel Casing,
Ø1800mm
a. Materials :
Steel Casing 1.80m. dia.
400(24)b Permanent Steel Casing,
25,000.00
2,400.00
2,500.00
b. Equipment :
Delivery/Hauling
Driving
trips
l.m.
31.00
182.00
15,000.00
5,000.00
c. Labor :
Driving
l.m.
182.00
1,000.00
Ø2200mm
a. Materials :
Steel Casing 2.20m. dia.
4,550,000.00
14,400.00
15,000.00
465,000.00
910,000.00
4,579,400.00
1,375,000.00
182,000.00
182,000.00
TOTAL COST
6,136,400.00
7,581,300.00
1,032,000.00
40,000.00
216,000.00
1,032,000.00
256,000.00
48,000.00
48,000.00
1,336,000.00
182,000.00
182,000.00
6,015,400.00
4,768,400.00
155,000.00
910,000.00
4,768,400.00
1,065,000.00
TOTAL COST
7,351,400.00
229,900.00
