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Summary of Proposal / Budget Prj No.
Ref No.
Step
PROPOSAL
Project Name
: TSUCHIYA KOGYO PROPOSED NEW ROOM
Proposal Date
May 18, 2018
Client Name Site Address
: TSUCHIYA KOGYO PHILS., INC. : Light Industry & Science Park 3, Sto. Tomas, Batangas
Credit
Need evaluation
Parent Company (Foreign)
-
Contract Formation
PKI > RIOFIL Proposal
VAT and Exchange Rate
Probability
HM President
Direct Pay.
I) Proposal Breakdown
EDC SVP
Items A) TEMPORARY WORKS
Evaluation Result
Temporary Wall Enclosure B) BUILDING WORKS
Including Vat / Client Pay
As of August 2017
ABDC VP
EMN AVP
TI TA
II) Unit
1
lot
61,365
1.9%
61,365 K)
1
lot
61,365
1.9%
61,365 Material Cost (Floor Finish)
M2
Ratio
399,635
12.4%
UP
Material Cost (Wall Finish) 4,297 Material Cost (Ceiling Finish)
76,692
2.4%
m2 m2
86,275 140,534
2.7% 4.3%
928 Material Cost (Electronics and Communication) 2,231 Material Cost (HVAC)
PHP/USD
Ceiling Finish
93
m2
96,134
3.0%
1,034
799,299
24.7%
3,231,322 PHP 3,200,000 PHP
7,108,909 JPY 7,040,000 JPY
JPY/PHP
C) ELECTRICAL WORKS
12,782 Material Cost (Electrical)
1
lot
Category
Civil & Structural Works
Electrical Removal/ Restoration Works
1
lot
55,020
1.7%
Kind of Contract
Lumpsum Contract
Lighting System Convenience Outlet System
1 1
lot lot
483,777 94,999
15.0% 2.9%
Power Supply for Air-Conditioning Unit
1
lot
165,503
5.1%
165,503
1
lot
119,191
3.7%
119,191
Fire Detection and Alarm System (FDAS)
1
lot
119,191
3.7%
119,191
MECHANICAL WORKS HVAC
1 1
lot lot
220,637 220,637
6.8% 6.8%
220,637 220,637
Civil & Structural Works
Excl. Scope
D) FIRE DETECTION AND ALARM SYSTEM (FDA
Escalation Contract
to
Civil Works
Construction Period
Building Works
799,299 Material Cost (Others)
Scale / Structure System Clear & Grubbing Demolition works
-
Paving works Steel Structural Con Structure Works Site Drainage Works Piling Works
-
93.00 1.00 RC/Steel -
M2
Quantity Excavation
0.8%
45,253 29,769
1.4% 0.9%
541,934
16.8%
77,183 201,111
2.4% 6.2%
9,585
0.3%
592,298
18.3%
76,196
2.4%
1,146,558 280,000 314,000 125,759 31,457 21,700 28,000 164,625 44,169 82,250
35.5% 8.7% 0.0% 9.7% 3.9% 0.0% 1.0% 0.7% 0.0% 0.9% 5.1% 1.4% 2.5%
54,598
1.7%
M) Project Cost (K + L) N) Project Profit (J1 - M) N1) VAT LOSS O) Project Profit with 1st Proposal (J1-M-N1)
2,746,684 484,638 484,638
85.0% 15.0% 0.0% 15.0%
O1) Project Profit with Nego Limit (J2-M-N1) Reference
453,316
14.2%
192,000
6.0%
261,316
8.2%
55,020 483,777 Labor and Equipment 94,999
-
m3
-
m3/m2
M2
Paving
-
m3
-
m3/m2
M2 ton M2 LM Nos
Backfilling Steel Structures Pile Drainage Concrete Formworks Rebar
-
m3 kg kg m m3 m2 kg
-
m3/m2 kg/m2 kg/m2 m/m2 m3/m2 m2/F-m2 kg/m2
M2 M2 M2 M2 Nos
Steel Structures Slope Protection (Ripra Rebar G40 (Gutter) Formworks Roofing External Wall Internal Wall
63
kg m3 kg m2 m2 m2 m2
kg/F-m2 m3/F-m2 - kg/Con-m3 m2/F-m2 M2/F-m2 m2/B-m2 0.68 m2/F-m2
Ceiling
93
m2
1.00
Story
Yardstick Direct Cost Contingency E)
5%
L) Indirect cost Mob/Demob Safety & Security Temporary Facilities Site Supervision Permits & Licenses Bonds and CARI Taxes And Duties (Local) Design and Engineering General Expenses Temporary Fence Scaffolding Safety Expenses
m2/F-m2
Indirect Cost Contingency F) General Requirements
Manpower Assignment 1- Civil Engineer 1- Foreman 1-Safety Engineer Equipment Requirement Rental Equipment
Possible Subcon
Own Equipment
Subcon Estimate
Payment from RIOFIL
Payment from Client
2
mos
1,146,558
35.5%
573,279
Mob/Demob Safety & Security Temporary Facilities Site Supervision Permits & Licenses Bonds and CARI Taxes And Duties (Local) Design and Engineering General Expenses Temporary Fence
2 2 2 2 2 2 2 2 2 2
mos mos mos mos mos mos mos mos mos mos
294,000 329,700 132,047 33,029 22,785 29,400 172,856
9.1% 0.0% 10.2% 4.1% 0.0% 1.0% 0.7% 0.0% 0.9% 5.3%
147,000 164,850 66,024 16,515 11,393 14,700 86,428
Scaffolding
2
mos
46,378
1.4%
23,189
Safety Expenses
2
mos
86,363
2.7%
43,181 Estimates Policies
m2
2,746,684
85.0%
G) Total Const.Cost
93
H) Project Overhead
93
m2
484,709
15.0%
5,212
I) Amount
93
m2
3,231,393
100.0%
34,746
71
0.0%
3,231,322
100.0%
Discount J1) 1st Proposal
Subcon
47.2%
26,796
2 mos.
Point of Construction and Countermeasures
93
m2
Reference Price 1 Reference Price 2 Total
ratio
1,600,126
20% DP, 80% Progress Billing, 10% Retention
Competitor
Item
MJM/RMA
Amount
Direct Cost
sets
1st Proposal Price
Lot Area Building Area Floor Area Roofing Area No. of Building Kind of Structural Story
Items
6
3,231,322 PHP
Bid Condition
MCP MNGR
93 63
PHP Portion
Incl. Scope
YI MNGR
PREPARED
Budget Summary
Quantity
93
Total Amount
ENG'G. DEP'T.
Floor Finishes Wall Finishes
2.20 110.35 50.16
Negotiate Limit
BUS. DEV'T. / CONTRACTS
Doors and Windows
JPY USD
Rate
KS AVP
OPCEN / MKTG
JPY/USD
USD Portion
JPY Portion
Summary of Project
SUPPORT DIVISION
APPROVED
18-May-18
Update:
J2) Negotiate Limit
5%
GAO
6%
Profit after GAO
L1 - GAO
29,534 Contingencies: Gen Req.
=
Direct Cost
=
5% 5%
34,745
12% VAT Inclusive
3,619,081
34,409
12% VAT Inclusive
3,584,000
0.0% 0.0%
93
m2
3,200,000
99.0%
Project
: TSUCHIYA KOGYO PROPOSED NEW ROOM
Location
: Light Industry & Science Park 3, Sto. Tomas, Batangas
Client
: TSUCHIYA KOGYO PHILS., INC.
Date
: 18-May-18 PRICE PROPOSAL BREAKDOWN LABOR
ITEM NO. I.
DESCRIPTION
QTY.
UNIT
Rate
MATERIALS
Amount
Rate
EQUIPMENT
Amount
Rate
OTHERS
Amount
Rate
UNIT COST
Amount
TOTAL AMOUNT
Indirect Cost GENERAL REQUIREMENTS
1
Mob/Demob
1.0
lot
-
-
-
-
-
-
2
Safety & Security
1.0
lot
-
-
-
-
-
-
3
Temporary Facilities
1.0
lot
-
-
-
-
-
-
294,000
329,700
329,700
329,700
329,700
4
Site Supervision
1.0
lot
-
-
-
-
-
-
132,047
132,047
132,047
132,047
5
Permits & Licenses
1.0
lot
-
-
-
-
-
-
6
Bonds and CARI
1.0
lot
-
-
-
-
-
-
33,029
33,029
33,029
33,029
7
Taxes And Duties (Local)
1.0
lot
-
-
-
-
-
-
22,785
22,785
22,785
22,785
8
-
-
-
-
0
0
-
-
Design and Engineering
1.0
lot
-
-
-
-
-
-
General Expenses
1.0
lot
-
-
-
-
-
-
29,400
29,400
29,400
29,400
Temporary Fence
1.0
lot
-
-
-
-
-
-
172,856
172,856
172,856
172,856
11
Scaffolding
1.0
lot
-
-
-
-
-
-
46,378
46,378
46,378
46,378
12
Safety Expenses
1.0
lot
-
-
-
-
-
-
86,363
86,363
86,363
II.
-
-
0
294,000
9
-
-
294,000
10
SUB-TOTAL I.
-
294,000
1,146,558
-
86,363
1,146,558
Direct Cost
A.
TEMPORARY WORKS 1.0
Temporary Wall Enclosure
1.0
lot
4,471
4,471
10,064
10,064
46,830
46,830
-
-
61,365
TOTAL A. (TEMPORARY WORKS)
B.
61,365 61,365
BUILDING WORKS 1.0
2.0
Doors and Windows 1.1 Windows, 6mm thk tempered glass
4.0 pcs
-
-
-
-
-
-
4,368
17,472
4,368
17,472
1.2 Double Panel Sliding Door, 10mm thk Clear Plastic Acrylic
1.0
pc
-
-
-
-
-
-
39,165
39,165
39,165
39,165
1.3 Single Panel Sliding Door, 10mm thk Clear Plastic Acrylic
1.0
pc
-
-
-
-
-
-
20,055
20,055
20,055
20,055
Floor Finishes 2.1 Chemical Resistant Paint
3.0
3.1 Drywall Gypsum Board 3.2 Drywall Painting 4.0
93.0 m2
383
35,648
303
28,136
158
14,648
84
7,843
928
86,275
Wall Finishes 63.0 m2
116
7,301
519
32,698
239
15,049
87
5,505
961
60,553
126.0 m2
96
12,067
118
14,818
364
45,825
58
7,271
635
79,981
93.0 m2
356
33,140
336
31,258
341
31,736
-
Ceiling Finish 4.1 Suspended Acoustic Ceiling Panel
-
1,034
TOTAL B. (BUILDING WORKS)
C.
96,134 399,635
ELECTRICAL WORKS 1.0
Electrical Removal/ Restoration Works Note: All Materials to be Removed are to be Turn-over to TKPI Warehouse. 1.1 Disconnection and Removal of Power Supply for Existing Fluorescent Lighting Fixtures (16 Nos.)
1.0
lot
4,988
-
-
-
-
-
-
1.2 Removal of Existing Fluorescent Lighting Fixtures (16 Nos.)
1.0
lot
6,615
6,615
-
-
-
-
-
-
6,615
6,615
1.3 Cutting and Dismantling of Affected Existing Lighting Wireway for New Quality Inspection Room.
1.0
lot
13,860
4,988
13,860
-
-
-
-
-
-
13,860
4,988
13,860
1.4 Removal/ Distmantling of Supports for Affected Lighting Wireway for New Quality Inspection Room.
1.0
lot
8,190
8,190
-
-
-
-
-
-
8,190
1.5 Hauling of Dismantled Wires, Lighting Fixtures, Lighting Wireway and Supports.
1.0
lot
9,345
9,345
-
-
-
-
-
-
9,345
9,345
1.6 Electrical Restoration Works (Affected Wirings for Lighting and Wireway Supports)
1.0
lot
12,023
12,023
-
-
-
-
-
-
12,023
12,023
TOTAL " C. Item 1. - Electrical Removal/ Restoration Works " 2.0
4,988
8,190
55,020
Lighting System Note: Consideration for Power Supply of Lighting System for New Quality Inspection Room are as Follows: a.) To be Connected to Existing "LP-2" Panel, Circuit No. 19; Located at Electrical Room (Ground Floor). b.) Emergency and Exit Lightings for New Quality Inspection Room are to be Connected to the Nearest Emergency/ Exit Light Outlet 2.1 Lighting Fixtures 2.1.1 2x16W LED, Industrial Type with Reflector
40.0
set
1,260
50,400
4,494
179,760
-
-
-
-
5,754
2.1.2 Emergency Lights, LED
1.0
set
1,260
1,260
4,242
4,242
-
-
-
-
5,502
5,502
2.1.3 Exit Lights, LED
2.0
set
1,260
2,520
4,242
8,484
-
-
-
-
5,502
230,160 11,004
2.2.1 Lighting Switch, S3-Switch
1.0
set
84
84
428
428
-
-
-
-
512
512
2.2.2 Single Convenience Outlet
3.0
set
84
252
267
800
-
-
-
-
351
1,052
62.0 lgts
2.2 Wiring Devices
2.3 Conduit and Fittings 2.3.1 IMC and Fittings a.) 20mmØ IMC
142
8,789
546
33,852
-
-
-
-
688
42,641
10.0
pc
25
252
110
1,103
-
-
-
-
135
1,355
100.0
set
3
315
11
1,050
-
-
-
-
14
1,365
a.) 15mmØ FMCC
60.0
lm
8
504
26
1,575
-
-
-
-
35
2,079
b.) 15mmØ FMC Straight Connectors
80.0
pc
5
420
17
1,344
-
-
-
-
22
1,764
c.) MC Locknut and Bushing
80.0
set
3
252
9
756
-
-
-
-
13
1,008
2.4.1 5.5mm² THHN
2.0 rolls
998
1,995
4,568
9,135
-
-
-
-
5,565
11,130
2.4.2 3.5mm² THHN
4.0 rolls
998
3,990
2,993
11,970
-
-
-
-
3,990
15,960
2.4.3 3.5mm² THHN (G)
2.0 rolls
998
1,995
2,993
5,985
-
-
-
-
3,990
7,980
95
378
-
-
-
-
137
546
b.) 20mmØ IMC Elbow, 90º c.) 20mmØ IMC Locknut and Bushing 2.3.2 FMC and Fittings
2.4 Wires and Cables
2.5 Boxes 2.5.1 Utility Box, Ga.#16 2.5.2 Octagonal Box, Ga.#16
4.0
pc
42
168
40.0
pc
42
1,680
110
4,410
-
-
-
-
152
6,090
2.5.3 Square Box, Ga.#16
8.0
pc
42
336
194
1,554
-
-
-
-
236
1,890
2.5.4 Pullbox
2.0
pc
441
882
1,470
2,940
-
-
-
-
1,911
3,822
2.6.1 5.5mm² Terminal Lugs (Crimp Type)
2.0
pc
5
11
26
53
-
-
-
-
32
63
2.6.2 3.5mm² Terminal Lugs (Crimp Type)
1.0
pc
5
5
16
16
-
-
-
-
21
21
2.6.3 5.5mm² Terminal Cap
2.0
pc
3
6
9
19
-
-
-
-
13
2.6.4 3.5mm² Terminal Cap
1.0
pc
3
3
5
5
-
-
-
-
8
8
150.0
pc
4
630
15
2,205
-
-
-
-
19
2,835
2.0
pc
95
189
294
588
-
-
-
-
389
777
2.7.1 Installation Supports for Lighting Fixture
1.0
lot
6,773
6,773
27,090
27,090
-
-
-
-
33,863
33,863
2.7.2 Installation Supports for Conduit
1.0
lot
10,238
10,238
30,713
30,713
-
-
-
-
40,950
40,950
2.7.3 Painting of Supports
1.0
lot
2,048
2,048
6,930
6,930
-
-
-
-
8,978
8,978
2.6 Wiring Connectors
2.6.5 Wirenut 2.6.6 Silicone-Base Sealant
25
2.7 Installation Supports
REMARKS
Project
: TSUCHIYA KOGYO PROPOSED NEW ROOM
Location
: Light Industry & Science Park 3, Sto. Tomas, Batangas
Client
: TSUCHIYA KOGYO PHILS., INC.
Date
: 18-May-18 PRICE PROPOSAL BREAKDOWN LABOR
ITEM NO.
DESCRIPTION
QTY.
UNIT
Rate
MATERIALS
Amount
Rate
2.6.4 3.5mm² Terminal Cap
1.0
lot
9,812
9,812
2.8 Miscellaneous and Consumables
1.0
lot
7,875
7,875
EQUIPMENT
Amount
32,711 -
Rate
32,711 -
OTHERS
Amount
Rate
UNIT COST
Amount
TOTAL AMOUNT
-
-
-
-
42,523
42,523
-
-
-
-
7,875
7,875
2.9 Testing Works (Insulation/ Continuity Test and Illumination Test)
TOTAL " C. Item 2. - Lighting System " 3.0
483,777
Convenience Outlet System Note: Power Supply for Convenience Outlet System of New Quality Inspection Room are to be Connected to Existing LP-2 Panel, Circuit No. 20; Located at Electrical Room (Ground Floor). 3.1 Wiring Devices 3.1.1 Duplex Convenience Outlet
6.0 sets
84
504
330
1,978
-
-
-
-
414
2,482
3.2.1 20mmØ IMC
32.0 lgts
142
4,536
546
17,472
-
-
-
-
688
22,008
3.2.2 20mmØ IMC Elbow, 90º
12.0
25
302
110
1,323
-
-
-
-
135
1,625
3.2.3 20mmØ IMC Locknut and Bushing
30.0 sets
3
95
11
315
-
-
-
-
14
410
3.2 Conduit and Fittings pc
3.3 Wires and Cables 3.3.1 5.5mm² THHN
2.0
roll
998
1,995
4,568
9,135
-
-
-
-
5,565
11,130
3.3.2 3.5mm² THHN
2.0
roll
998
1,995
2,993
5,985
-
-
-
-
3,990
7,980
3.3.3 3.5mm² THHN (G)
1.0
roll
998
998
2,993
2,993
-
-
-
-
3,990
3,990
6.0 pcs
42
252
95
567
-
-
-
-
137
819
10.0 pcs
42
420
194
1,943
-
-
-
-
236
2,363
3.5.1 5.5mm² Terminal Lugs (Crimp Type
2.0 pcs
5
11
26
53
-
-
-
-
32
63
3.5.2 3.5mm² Terminal Lugs (Crimp Type)
1.0
pc
5
5
16
16
-
-
-
-
21
21
3.5.3 5.5mm² Terminal Cap
2.0 pcs
3
6
9
19
-
-
-
-
13
3.5.4 Terminal Cap
1.0
pc
3
3
5
5
-
-
-
-
8
8
20.0 pcs
4
84
15
294
-
-
-
-
19
378
3.4 Boxes 3.4.1 Utility Box, Ga.#16 3.4.2 Square Box, Ga.#16 3.5 Wiring Connectors
3.5.5 Wirenut 3.5.6 Silicone-Base Sealant
25
1.0
pc
95
95
294
294
-
-
-
-
389
389
3.6.1 Installation Supports for Conduit
1.0
lot
5,513
5,513
16,538
22,050
22,050
3.6.2 Painting of Supports
3.6 Installation Supports 16,538
-
-
-
-
1.0
lot
630
630
1,995
1,995
-
-
-
-
2,625
2,625
3.7 Miscellaneous and Consumables
1.0
lot
3,402
3,402
11,341
11,341
-
-
-
-
14,743
14,743
3.8 Testing Works (Insulation Test and Continuity Test)
1.0
lot
1,890
1,890
-
-
-
-
1,890
-
-
TOTAL " C. Item 3. - Convenience Outlet System "
4.0
1,890 94,999
Power Supply for Air-Conditioning Unit Note: Consideration for Power Supply of Air-Conditioning Units (2 Nos.) for New Quality Inspection Room are as Follows a.) To be Connected to Existing "PP-ACCU-1" Panel, Circuit No. 5 & 6; Located at Electrical Room (Ground Floor). 4.1 Enclosed Circuit Breaker (ECB) 4.1.1 ECB - 30AT/50AF, 2P in NEMA-3R Enclosure
2.0 sets
1,890
60.0 lgts
142
8,505
546
32,760
6.0 pcs
25
151
110
4.2 Conduit and Fittings
-
4.2.1 20mmØ IMC 4.2.2 20mmØ IMC Elbow, 90º 4.2.3 20mmØ IMC Locknut and Bushing
3,780 -
6,510 -
13,020
-
-
-
-
-
-
-
-
0
-
-
-
-
688
41,265
662
-
-
-
-
135
813
-
8,400
16,800 -
20.0 sets
3
63
11
210
-
-
-
-
14
273
4.3.1 5.5mm² THHN
4.0 rolls
998
3,990
4,568
18,270
-
-
-
-
5,565
22,260
4.3.2 3.5mm² THHN (G)
7,980
4.3 Wires and Cables 2.0 rolls
998
1,995
2,993
5,985
-
-
-
-
3,990
4.4.1 Square Box, Ga.#16
2.0 pcs
42
84
194
389
-
-
-
-
236
473
4.4.2 Pullbox
4.0 pcs
441
1,764
1,470
5,880
-
-
-
-
1,911
7,644
12.0 pcs
378
4.4 Boxes
4.5 Wiring Connectors 4.5.1 5.5mm² Terminal Lugs (Crimp Type)
5
63
26
315
-
-
-
-
32
4.0 pcs
5
21
16
63
-
-
-
-
21
84
4.5.3 5.5mm² Terminal Cap
12.0 pcs
3
38
9
113
-
-
-
-
13
151
4.5.4 3.5mm² Terminal Cap
4.0 pcs
3
13
5
21
-
-
-
-
8
34
4.5.2 3.5mm² Terminal Lugs (Crimp Type)
4.6 Installation Supports
D.
4.6.1 Installation Supports for ECB
1.0
lot
1,512
1,512
5,040
5,040
-
-
-
-
6,552
6,552
4.6.2 Installation Supports for Conduit
1.0
28,350
37,800
37,800
4.6.3 Painting of Supports
lot
9,450
9,450
28,350
-
-
-
-
1.0
lot
1,103
1,103
3,704
3,704
-
-
-
-
4,807
4,807
4.7 Miscellaneous and Consumables
1.0
lot
3,570
3,570
11,890
11,890
-
-
-
-
15,460
15,460
4.8 Testing Works (Insulation Test and Continuity Test)
1.0
lot
2,730
2,730
-
-
-
-
2,730
-
-
2,730
TOTAL " C. Item 4. - Power Supply for Air-Conditioning Unit "
165,503
TOTAL C. (ELECTRICAL WORKS)
799,299
FIRE DETECTION AND ALARM SYSTEM (FDAS) 1.0
Fire Detection and Alarm System (FDAS) Note: " Connect to the Nearest Existing FDAS Devices. "
1.1 FDAS Devices 1.1.1 Smoke Detector, Conventional Type
2.0
set
1,260
2,520
3,654
7,308
-
-
-
-
4,914
9,828
1.1.2 Manual Pull Station, Conventional Type
2.0
set
1,260
2,520
4,893
9,786
-
-
-
-
6,153
12,306
1.1.3 Fire Alarm Bell
2.0
set
1,260
2,520
4,064
8,127
-
-
-
-
5,324
10,647
REMARKS
Project
: TSUCHIYA KOGYO PROPOSED NEW ROOM
Location
: Light Industry & Science Park 3, Sto. Tomas, Batangas
Client
: TSUCHIYA KOGYO PHILS., INC.
Date
: 18-May-18 PRICE PROPOSAL BREAKDOWN LABOR
ITEM NO.
DESCRIPTION
QTY.
UNIT
Rate
MATERIALS
Amount
Rate
EQUIPMENT
Amount
Rate
OTHERS
Amount
Rate
UNIT COST
Amount
TOTAL AMOUNT
1.2 Conduit and Fittings 1.2.1 IMC and Fittings a.) 15mmØ IMC b.) 15mmØ IMC Elbow, 90º c.) 15mmØ IMC Locknut and Bushing
28.0 lgts
142
3,969
410
11,466
-
-
-
-
551
15,435
8.0 pcs
25
202
71
571
-
-
-
-
97
773
28.0 sets
3
88
9
265
-
-
-
-
13
353
1.2.2 FMC and Fittings a.) 15mmØ FMC
3.0
lm
8
25
26
79
-
-
-
-
35
104
b.) 15mmØ FMC Straight Connectors
4.0 pcs
5
21
17
67
-
-
-
-
22
88
c.) 15mmØ FMC Locknut and Bushing
4.0 sets
3
13
9
38
-
-
-
-
13
50
1.3.1 2.0mm² THHN
2.0 rolls
998
1,995
2,363
4,725
-
-
-
-
3,360
6,720
1.3.2 1.25mm² TF Wire
1.0
1.3 Wires and Cables
roll
1,995
1,995
9,608
9,608
-
-
-
-
11,603
11,603
1.4.1 Utility Box, Ga.#16
2.0 pcs
42
84
95
189
-
-
-
-
137
273
1.4.2 Octagonal Box, Ga.#16
4.0 pcs
42
168
110
441
-
-
-
-
152
609
1.4.3 Square Box, Ga.#16
4.0 pcs
42
168
194
777
-
-
-
-
236
945
1.4 Boxes
1.5 Wiring Connectors
1.0
lot
189
189
578
578
-
-
-
-
767
767
1.6.1 Installation Supports for Conduit
1.0
lot
4,725
4,725
14,175
14,175
-
-
-
-
18,900
18,900
1.6.2 Painting of Supports
1.6 Installation Supports
E.
1.0
lot
515
1,706
1,706
-
-
-
-
2,221
2,221
1.7 Miscellaneous and Consumables
1.0
lot
3,360
3,360
11,137
11,137
-
-
-
-
14,497
14,497
1.8 Testing and Commissioning
1.0
lot
13,073
515
13,073
-
-
-
-
13,073
13,073
-
-
TOTAL " D. Item 1. - Fire Detection and Alarm System "
119,191
TOTAL D. (FIRE DETECTION AND ALARM SYSTEM (FDAS))
119,191
MECHANICAL WORKS 1.0
HVAC Ceiling Cassette , FCU/ACCU - 5TR
1.0
pc
655
655
-
-
Refrigerant Piping- 9.52mm / 15.88mm
6.0
m²
112
669
697
4,182
28
170
-
-
837
5,021
Power Supply & Control System 01
1.0
lot
2,587
3,881
2,587
3,881
167,900
33,362
167,900
33,362
983
983
-
-
38,225
38,225
Hangers and Supports
1.0
lot
368
368
5,723
5,723
158
158
-
-
6,248
TOTAL E. (MECHANICAL WORKS) SUB-TOTAL II.
TOTAL Project Overhead
171,143
171,143
6,248
220,637 -
-
-
-
1,600,126.40
2,746,684 484,709
TOTAL COST VAT Exclusive
3,231,393
TOTAL COST VAT Exclusive (Discounted)
3,231,322
VAT 12%
TOTAL COST VAT Inclusive
387,759
3,619,081
REMARKS
TABLE 3. BREAKDOWN OF OTHER COSTS AND EXPENSES
Categories 1.0 Management & Supervisory Staf
Unit M.H.
Quantity
Price
1,046.67
125,759
2.0 Indirect Labor (a)
for material handling
M.H.
-
-
(b)
for construction equipment
M.H.
-
-
maintenance (c)
operators and drivers
M.H.
-
-
(d)
for safety and security
M.H.
-
-
(e)
for other work
M.H.
-
-
Sub-Total
M.H.
-
-
3.0 Mob/Demob of Construction
lot
1.00
220,000
Equipment, Tools and Consumables 4.0 Mob/Demob of Personnel and Others (a)
for Management and
Round Trips
-
-
supervisor staf (b)
for Direct labor
Round Trips
(c)
for Indirect labor
Round Trips
-
-
(d)
for Temporary facilities
F. Ton
-
50,000
20
60,000
Sub-Total
20.00
10,000
5.0 Temporary Facilities (a)
Office facilities
m² (floor)
28.80
24,000
(b)
Warehouse facilities
m² (floor)
15.00
75,000
(c)
Workshop facilities
m² (floor)
60.00
60,000
(d)
Other building facilities
m² (floor)
4.00
12,000
Sub-Total
m² (floor)
107.80
171,000
6.0 Camp Facilities
m² (floor)
50.00
48,000
7.0 Catering and Housekeeping
Resident
2.00
95,000
8.0 General Field Expenses
lot
1.00
319,044
9.0 Taxes
53,157
10.0 As-built Total
lot
1.00 1,091,960
DETAILED UNIT PRICE FWBS CODE
:
1
DESCRIPTIO
:
Management & Supervisory Staff
QUANTITY
:
1.00 l.s.
WHR/DAY
:
8.00 hrs.
MATERIAL PRICE COMPONENT 1.) 2.) Material Cost Material Cost per Unit LABOR PRICE COMPONENT 1
Project Manager (Japanese)
2
Project Manager
3
Site Manager
4
QC Manager
5
Equipment Manager
6
Safety Manager
7
Admin Manager
8
Eng'g Manager
9
Chief Surveyor
10
Civil Engineer
11
QC Engineer
12
Safety Engineer
13
Cost Engineer
14
Surveyor
15
Supervisor
16
CAD Operator
17
Instrumentman
18
Survey Aide
19
QC Aide
20
Site Accountant
21
Purchaser
22
Secretary
Man
2
23
Accounting Clerk
24
Secretary
25
Foreman
26
Skilled (Helper)
27
Meals allowance
Admin Staff / Timekeeper
2
Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1.)
-
-
-
-
2.)
-
-
-
-
0
0
0
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1.) 2.) Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
2a
DESCRIPTIO
:
Indirect Labor - For Material Handling
QUANTITY
:
1.00 lot
WHR/DAY
:
8.00 hrs.
MATERIAL PRICE COMPONENT 1 2 Material Cost Material Cost per Unit LABOR PRICE COMPONENT 1.)
Man
Warehouseman
2.) 3.) 4.) 5.) 6.) 7.) 8.) Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1
-
-
-
-
2
-
-
-
-
0
0
0
Total Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1
2 Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
2b
DESCRIPTIO
:
Indirect Labor - For Construction Equipment Maintenance
QUANTITY
:
1.00 lot
WHR/DAY
:
8.00 hrs.
MATERIAL PRICE COMPONENT 1 2 Material Cost Material Cost per Unit LABOR PRICE COMPONENT 1
Mechanic
2
Electrician
Man
3
Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1
-
-
-
-
2
-
-
-
-
0
0
0
Total Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1 2
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
2c
DESCRIPTIO
:
Indirect Labor - Operators & Drivers
QUANTITY
:
1.00 lot
WHR/DAY
:
8.00 hrs.
MATERIAL PRICE COMPONENT 1 2 Material Cost Material Cost per Unit LABOR PRICE COMPONENT 1
Heavy Equipment Operator
2
Service Driver
Man
0
3
Service Cars
4
Elf
5 6 7 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1
-
-
-
-
2
-
-
-
-
0
0
0
Total Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1 2
3 Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
2d
DESCRIPTIO
:
Indirect Labor - Safety and Security
QUANTITY
:
1.00 lot
WHR/DAY
:
12.00 hrs.
MATERIAL PRICE COMPONENT 1 2 Material Cost Material Cost per Unit LABOR PRICE COMPONENT 1
Man
Security Guard
2 3 4 5 6 7 8 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1
-
-
-
-
2
-
-
-
-
0
0
0
Total Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1
2 Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
2e
DESCRIPTIO
:
for other work - Bench Mark Installation (10 Locs.)+ Other Works
QUANTITY
:
1.00 lot
WHR/DAY
:
8.00 hrs.
MATERIAL PRICE COMPONENT 1
20
2 Material Cost Material Cost per Unit LABOR PRICE COMPONENT 1
Chief Surveyor
2
Surveyor
3
Survey Aide
4
For Installation of H Beam
5
Leadman
6
Skilled (Helper)
Man
Manpower Cost Included in Item1
7 8 9 10 11 12 13 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1
-
-
-
1
2
-
-
-
1
Total
0
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1
Miscellaneous
2 Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
5.0%
0
0
DETAILED UNIT PRICE FWBS CODE
:
3
DESCRIPTIO
:
Mob/Demob of Construction Equipment, Tools & Consumables
QUANTITY
:
1.00 lot
MATERIAL PRICE COMPONENT 1 2 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
Man
1
-
2
Labor Cost Labor Cost per Unit Total Man-Hour Work Rate Man-Hour/Unit
EQUIPMENT PRICE COMPONENT 1
Diesel Gasolin Lubrica (Ltr) e (Ltr) nt (Ltr)
Earthworks Equipment Backhoe 1.0 cu.m, Crawler Mounted 25 Tonner Crane Dump Truck Payloader Vibratory Plate Compactor 12HP Boom truck Sub-con
Total Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1 2 Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
0
0
0
DETAILED UNIT PRICE FWBS CODE
:
4a
DESCRIPTIO
:
Mob/Demob of Personnel and Others - For Management & Supervisor Staff
QUANTITY
:
1.00 lot
MATERIAL PRICE COMPONENT 1 2 Material Cost Material Cost per Unit LABOR PRICE COMPONENT 1 1.1
Management & Supervisory Staff Foreign Staff Japan - Manila
1.2
1.3
3 trips / year
Management Staff Manila - Site
3 trips / year
Manila - Site
1 trip / mo.
Supervisor Staff Manila - Site
1 trip / mo.
1.4
Labor Cost Labor Cost per Unit Total Trip Work Rate Man-Hour/Unit EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1 2 Total
0
0
0
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1.) 2.) 3.) Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
4b
DESCRIPTIO
:
For Direct Labor
QUANTITY
:
1.00 lot
MATERIAL PRICE COMPONENT 1 2 Material Cost Material Cost per Unit LABOR PRICE COMPONENT 1 1.1
Direct Labor Direct Labor from Outside
1.2
Labor Cost Labor Cost per Unit Total Trip Work Rate Man-Hour/Unit EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1
-
-
-
-
2
-
-
-
-
0
0
0
Total Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
1 2 Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
4c
DESCRIPTIO
:
For Indirect Labor
QUANTITY
:
1.00 lot
MATERIAL PRICE COMPONENT 1 2 Material Cost Material Cost per Unit LABOR PRICE COMPONENT 1
Indirect Labor
1.1
Service Driver
1.2
Mechanic
1.3
Electrician
1.4
Instrumentman
1.5
Warehouseman
1.6
QC Aide
1.7
Surveyor
1.8
Survey Aide
1.9
Other Staff
2
Heavy Equipemnt Operator
Labor Cost Labor Cost per Unit Total Trip Work Rate Man-Hour/Unit EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1
-
-
-
-
2
-
-
-
-
0
0
0
Total Equipment Cost
Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1 2 Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
4d
DESCRIPTIO
:
For Temporary Facilities
QUANTITY
:
1.00 lot
MATERIAL PRICE COMPONENT 1 2 Material Cost Material Cost per Unit LABOR PRICE COMPONENT 1 1.1
Weight
Temporary Facilities 40 Ft. C-Van, Crane
(Mobilization)
40 Ft. C-Van, Crane
(Demobilization)
Other Materials Labor Cost Labor Cost per Unit Total Weight
0.00
Work Rate Man-Hour/Unit EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1
-
-
-
-
2
-
-
-
-
0
0
0
Total Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1.) 2.) 3.) Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost
Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
5a
DESCRIPTIO
:
Temporary Facilities - Office Facilities
QUANTITY
:
28.80 m2
MATERIAL PRICE COMPONENT 1
40 Footer Container Van
2
Subcon
1 unit
2.00 mon
Material Cost Material Cost per Unit LABOR PRICE COMPONENT
Man
1
-
2
Labor Cost Labor Cost per Unit Total Man-Hour Work Rate Man-Hour/Unit
EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1
-
-
-
-
2
-
-
-
-
3
-
-
-
-
0
0
0
Total Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1 2
3 Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
5b
DESCRIPTIO
:
Temporary Facilities - Warehouse Facilities
QUANTITY
:
15.00 m2
MATERIAL PRICE COMPONENT 1
Warehouse
1 unit
Material Cost Material Cost per Unit LABOR PRICE COMPONENT
Man
1
-
2
Labor Cost Labor Cost per Unit Total Man-Hour Work Rate Man-Hour/Unit
EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1 2 Total Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1.) 2.) 3.)
0
0
0
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
5c
DESCRIPTIO
:
Temporary Facilities - Workshop Facilities
QUANTITY
:
60.00 m2
MATERIAL PRICE COMPONENT 1 1.1
Workshop Facilities Carpentry and rebar fab
1 unit
1.2 1.3
Material Cost Material Cost per Unit LABOR PRICE COMPONENT
Man
1
-
2
Labor Cost Labor Cost per Unit Total Man-Hour Work Rate Man-Hour/Unit
EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1
-
-
-
-
2
-
-
-
-
0
0
0
Total Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1 2 3
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
5c
DESCRIPTIO
:
Temporary Facilities - Other Building Facilities
QUANTITY
:
4.00 m2
MATERIAL PRICE COMPONENT 1 1.1
Other Building Facilities Guard House (2m x 2m) - 1 units
1.2
Material Cost Material Cost per Unit LABOR PRICE COMPONENT
Man
1
-
2
-
3
Labor Cost Labor Cost per Unit Total Man-Hour Work Rate Man-Hour/Unit
EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1
-
-
-
-
2
-
-
-
-
0
0
0
Total Equipment Cost Equipment Cost per Unit
MISCELLANEOUS PRICE COMPONENT 1 2 3 Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
6
DESCRIPTIO
:
Camp Facilities
QUANTITY
:
50.00 m2
MATERIAL PRICE COMPONENT 1
Barracks for Workers
1.1
Barracks
1.2
Water Consumption
1.3
Power Consumption
2 2.1 2.2 2.3 2.4
Material Cost Material Cost per Unit LABOR PRICE COMPONENT
Man
1
-
2
Labor Cost Labor Cost per Unit Total Man-Hour Work Rate Man-Hour/Unit
EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1
-
-
-
-
2
-
-
-
-
0
0
0
Total Equipment Cost
Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1 2 3 Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
7
DESCRIPTIO
:
Catering & Housekeeping
QUANTITY
:
2.00 residents at Engr's Staffhouse
MATERIAL PRICE COMPONENT 1
Staff House Rental (Filipino) - 1 units
2
Staff House Expenses (Filipino)
3
Staff House Rental (Japanese) - 1 unit
4
Staff House Expenses (Japanese)
5
Meals Allowance (150 x 30 x pax)
6
House Helper
7
Water Consumption
8
Furniture and Appliances Expenses
9
Power Consumption
10
Miscellaneous
1 unit
pax 1 pax
11 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
Man
1
-
2
Labor Cost Labor Cost per Unit Total Man-Hour Work Rate Man-Hour/Unit
EQUIPMENT PRICE COMPONENT
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr)
1
-
-
-
-
2
-
-
-
-
0
0
0
Total Equipment Cost Equipment Cost per Unit
MISCELLANEOUS PRICE COMPONENT 1 2 3 Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
8
DESCRIPTIO
:
General Field Expenses
QUANTITY
:
1.00 lot
MATERIAL PRICE COMPONENT 1
Unexpected Cost
1.1
Donation to a Town Fiesta
1.2
Christmas Party
2
Temporary Works and Special Condition
2.1 2.3
Temporary Fence
GI Pipes & GI Sheets
2.4 2.5
Rebar Testing
2.5.1
Concrete compression test
2.5.2
FDT
2.5.3 2.5.4 Scaffolding 2.6
Scaffolder
Man
Month 2
1.0
2.6.1 2.6.2 2.6.3 2.6.4 2.6.5 3.0
Support Equipment
Capacity
3.1
Generator
60 KVA
Riofil In-house
Site Office
unit
Camp Area
unit 0 units
3.2
Fuel Cost (30% consu
0 unit
Lubricant Cost 3.1 4
Submersible
9.7ltr/hr x 8hr 3% of Fuel Consumption
unit
Survey Equipment
4.1
Total Station (1)
1 unit
4.2
Theodolite (1)
1 unit
Riofil In-house
4.3
Engineers Level (1)
4.4
Survey Supplies
1 unit
4.5
Calibration Cost
4.6
Radio Communication Equipment (15)
5
Safety Expenses Provision of Drinking water station, bench, Locker/ Personal compartment w Provision of Pre-Employment Medical Examination Welding mask Welding apron Welding gloves Fire drum Fire blanket Fire extinguisher Helmet Caution Tape Rain Coat Safety Shoes Safety boots Safety vest Clinic Accessories Medicines Working Gloves Uniforms Exhaust fan Flexible Hose, 1/2
Confined Space
Monitoring Device Construction Board Signages Other Miscellaneous Items 6
Site Office Operation Expenses
6.1
Service Vehicles ( 1 units)
6.2
Fuel & Maintenance of Service Vehicles
6.3
Communication
6.3.1 6.3.2 6.3.3 6.4
Telephone & Internet Telephone & Internet Connection Cellphone Courier Service
6.5
Photocopier
6.6
Business Trip Expenses
6.7
Office Supplies
6.8
Office Equipment
6.9
Computers & Printers
6.10
Office Furnitures
6.11
Uniforms
6.12
Water Supply (for drinking)
6.13
Kitchen Supplies
6.14
Representations
6.15
Other Expenses
6.16
Medical & Helath Services
6.17 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
Man
1
-
2
Labor Cost Labor Cost per Unit Total Man-Hour Work Rate Man-Hour/Unit
EQUIPMENT PRICE COMPONENT 1 Total Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1 Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr) -
-
-
0
0
0
-
Direct Cost per Unit
DETAILED UNIT PRICE FWBS CODE
:
9
DESCRIPTIO
:
Overhead & Profit
QUANTITY
:
Direct Cost Direct Cost per Unit
1.00 lot
DETAILED UNIT PRICE FWBS CODE
:
10
DESCRIPTIO
:
Taxes
QUANTITY
:
1.00 lot
MATERIAL PRICE COMPONENT 1
PERMITS AND LICENSES
1.1
Building Permit
1.2
Occupancy Permit
1.3
Business Permit
1.4
Signing Fee (Civil & Structural)
1.5
Barangay Permit
(Table II G.1. for Fixed Costing)
Subtotal
2
INSURANCE, BONDS AND CONTRACTORS ALL-RISK
2.1 2.2
Warranty Bonds, 10% (Retention Bond)
2.3
Performance Bonds, 30%
2.4
Maintenance Bonds
2.5
Contractors all-risks Insurance, 100%
2.6
Comprehensive General Liability (100%)
2.7
Marine Insurance
2.8
Bid Bond, P50,000,000.00
2.9
Advance Payment Bond, 30%
2.10 Subtotal 3
TAXES AND DUTIES
3.1
Local Taxes (70%*1% of Contract Amount)
3.2
Import Duties
3.3
Port Charges
3.4
LC Charges
3.5
Bank Charges
3.6
Fringe Benefits Tax Subtotal
Material Cost Material Cost per Unit LABOR PRICE COMPONENT
Man
1 2
Labor Cost Labor Cost per Unit Total Man-Hour Work Rate Man-Hour/Unit
EQUIPMENT PRICE COMPONENT 1 2 Total Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1 2 3 Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
Diesel Gasolin Lubrica No. (Ltr) e (Ltr) nt (Ltr) 0
0
0
-
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : Output per Hour: Qty
Unit Price
Unit
(Peso)
(US $)
- -
-
-
- -
-
-
Utilization
Month
Daily Rate (Peso)
Manday 0
35,823
100%
2.0
100%
2.0
-
3,516
100%
2.0
-
2,739
100%
2.0
-
1,899
100%
2.0
-
1,899
100%
2.0
-
1,899
100%
2.0
-
1,899
100%
2.0
-
1,899
100%
2.0
-
1,624
100%
2.0
105
1,052
100%
2.0
-
1,052
100%
2.0
-
1,052
100%
2.0
-
1,052
30%
2.0
-
1,048
100%
2.0
-
883
100%
2.0
-
883
30%
2.0
-
816
100%
2.0
-
800
100%
2.0
-
816
100%
2.0
-
883
100%
2.0
-
776
100%
2.0
-
656
Daily Rate (US $)
100%
2.0
-
770
100%
2.0
-
656
100%
2.0
-
1,040
100%
2.0
-
816
100%
2.0
26
3,925
125,759
-
1,047 120 1,047 Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
-
-
-
-
-
-
-
-
Qty
Unit
Unit Price (Peso)
Unit Price (US $)
125,759
-
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : Output per Hour: Qty
Unit Price
Unit
(Peso)
(US $)
- -
-
-
- -
-
-
Utilization
Month
100%
Daily Rate (Peso)
Manday 2.0
-
-
Daily Rate (US $)
800
-
-
#DIV/0! Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
-
-
-
-
-
-
-
-
Qty
Unit
Unit Price (Peso)
Unit Price (US $)
-
-
-
-
-
-
-
Target Work Rate : Working Percentage Under Adverse Condition :
aintenance
Adjusted Work Rate : Schedule No.of Days to Complete : Output per Hour: Qty
Unit Price
Unit
(Peso)
(US $)
- -
-
-
- -
-
-
Utilization
Month
-
Daily Rate (Peso)
Manday
Daily Rate (US $)
100%
2.0
-
872
100%
2.0
-
872
-
-
#DIV/0! Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
-
-
-
-
-
-
-
-
Qty
Unit
-
Unit Price (Peso)
Unit Price (US $)
-
-
-
-
-
-
-
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : Output per Hour: Qty
Unit Price
Unit
(Peso)
(US $)
- -
-
-
- -
-
-
Utilization
Month
-
Daily Rate (Peso)
Manday
Daily Rate (US $)
100%
2.0
-
888
100%
2.0
-
796
-
-
#DIV/0! Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
-
-
-
-
-
-
-
-
Qty
Unit
-
Unit Price (Peso)
Unit Price (US $)
- -
-
-
-
-
-
-
-
-
-
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : Output per Hour: Qty
Unit Price
Unit
(Peso)
(US $)
- -
-
-
- -
-
-
Utilization
Month
100%
Daily Rate (Peso)
Manday 2.0
-
-
Daily Rate (US $)
1,752
-
-
#DIV/0! Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
-
-
-
-
-
-
-
-
Qty
Unit -
Unit Price (Peso)
Unit Price (US $)
-
-
-
-
-
-
-
Target Work Rate : Working Percentage Under Adverse Condition :
cs.)+ Other Works
Adjusted Work Rate : Schedule No.of Days to Complete : Output per Hour: Qty
m
Unit Price
Unit
(Peso)
(US $)
20.00 -
-
-
- -
-
-
Utilization
Month
Daily Rate (US $)
Manday
100%
2
-
1,624
100%
2
-
1,048
100%
2
-
800
50%
-
1,000
50%
-
816
-
-
#DIV/0! Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
35%
-
-
-
35%
-
-
-
Qty
Unit 1.00 lot
-
Unit Price (Peso)
Unit Price (US $) -
-
-
-
-
-
-
-
& Consumables
Qty
Unit Price
Unit
(Peso)
(US $)
- -
-
-
- -
-
-
Utilization
Day
-
Daily Rate (Peso)
Manday
Daily Rate (US $)
-
-
-
-
-
-
-
-
-
NO.
Unit
Unit Price (Peso)
Quantity
trip
-
50,000
1
trip
2
50,000
1
trip
2
10,000
trip
-
10,000
trip
-
10,000
trip
2
50,000
lot
-
50,000
1
Unit Price (US $)
220,000 Qty
Unit
Unit Price (Peso)
Unit Price (US $)
220,000
-
agement & Supervisor Staff
Qty
Unit Price
Unit
(Peso)
(US $)
- -
-
-
- -
-
-
Man
Qty
0
Daily Rate (Peso)
Unit
Daily Rate (US $)
0
trip
5,000
0
trip
5,000
0
trip
5,000
-
-
0.00
Utilization
Day
Eqpt.Day
Unit Price (Peso)
Unit Price (US $)
Qty
Unit
Unit Price (Peso)
Unit Price (US $)
-
-
-
-
Qty
Unit Price
Unit
(Peso)
(US $)
- -
-
-
- -
-
-
Man
Qty
10
Daily Rate (Peso)
Unit
20
-
trip
Daily Rate (US $)
500
10,000 20.00
-
-
Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
-
-
-
-
-
-
-
-
Qty
Unit
Unit Price (Peso)
Unit Price (US $)
10,000
-
Qty
Unit Price
Unit
(Peso)
(US $)
Man
Qty
-
Daily Rate (Peso)
Unit
Daily Rate (US $)
0
0
trip
3,000
0
0
trip
3,000
0
0
trip
3,000
0
0
trip
3,000
0
0
trip
3,000
0
0
trip
3,000
0
0
trip
3,000
0
0
trip
3,000
0
0
trip
3,000
0
0
trip
3,000
0.00
-
-
Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
-
-
-
-
-
-
-
-
Qty
Unit
Unit Price (Peso)
Unit Price (US $)
-
-
-
-
Qty
Unit Price
Unit
(Peso)
(US $)
- -
-
-
- -
-
-
No.
Qty
-
Daily Rate (Peso)
Unit
Daily Rate (US $)
1
1
trip
25,000
1
1
trip
25,000
50,000
-
Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
-
-
-
-
-
-
-
-
Qty
Unit
Unit Price (Peso)
Unit Price (US $)
-
-
50,000
-
Qty
Unit Price
Unit
(Peso)
1.00 unit mon
(US $)
12,000
0.00 lot
150,000
833 Utilization
Day
Daily Rate (Peso)
Manday
Daily Rate (US $)
-
-
-
-
-
-
-
-
-
Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
-
-
-
-
-
-
-
-
-
-
-
-
Qty
Unit
Unit Price (Peso)
Unit Price (US $)
-
-
833
-
Total
15.00
m2
Qty
Unit Price
Unit
(Peso)
15.00 m2
(US $)
5,000
5,000 Utilization
Day
Daily Rate (Peso)
Manday
Daily Rate (US $)
-
-
-
-
-
-
-
-
-
Utilization
Day
Eqpt.Day
Unit Price (Peso)
Unit Price (US $)
Qty
Unit
Unit Price (Peso)
Unit Price (US $)
5,000
-
Total
60.00
m2
Qty
Unit Price
Unit
(Peso)
60.00 m2
(US $)
1,000
1,000 Utilization
Day
Daily Rate (Peso)
Manday
Daily Rate (US $)
-
-
-
-
-
-
-
-
-
Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
-
-
-
-
-
-
-
-
Qty
Unit
Unit Price (Peso)
Unit Price (US $)
1,000
-
Total
4.00
m2
Qty
Unit Price
Unit
(Peso)
4.00 m2
(US $)
3,000
3,000 Utilization
Day
Daily Rate (Peso)
Manday
Daily Rate (US $)
-
-
-
-
-
-
-
-
-
-
-
-
-
Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
-
-
-
-
-
-
-
-
-
-
Qty
Unit 1.00 -
Unit Price (Peso)
Unit Price (US $) -
- -
-
-
-
-
-
3,000
-
Total
50.00
m2
Qty
Unit Price
Unit
(Peso)
(US $)
1.00
2.00 mon
15,000
1.00
2.00 mon
3,000
1.00
2.00 mon
6,000
960 Utilization
Day
Daily Rate (Peso)
Manday
Daily Rate (US $)
-
-
-
-
-
-
-
-
-
Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
-
-
-
-
-
-
-
-
Qty
Unit
Unit Price (Peso)
Unit Price (US $)
-
-
960
-
Qty mon
Unit Price
Unit
(Peso)
(US $)
2.00 umo.
20,000
2.00 umo.
2,500
mo.
30,000
mo.
10,000
2.00 mo.
-
2.00 mo.
5,000
2.00 umo.
5,000
1.00 lot
10,000
2.00 mo.
10,000
0.00 lot
50,000
47,500 Utilization
Day
Daily Rate (Peso)
Manday
Daily Rate (US $)
-
-
-
-
-
-
-
-
-
Utilization
Day
Unit Price (Peso)
Eqpt.Day
Unit Price (US $)
-
-
-
-
-
-
-
-
-
-
Qty
Unit
Unit Price (Peso)
Unit Price (US $)
47,500
-
Qty
Unit
Unit Price (Peso)
(US $)
lot
10,000
lot
10,000
55 lm
3,000.00
kg
0.50
m3
90.00
lot
52.33 manday
100,000.00
844
100%
0.00 em
100%
0.00 ltr
35
0.00 ltr
135
f Fuel Consumption 100%
20,000
0.00 em
5,000
0.00 em
20,000
0.00 em
10,000
Personal compartment w
30%
0.00 em
5,000
0.00 lot
20,000
0.00 lot
20,000
0.00 nos
10,000
1.00 lot
6,000
1.00 lot
6,000
pc
150
pc
360
pc
200
1.00 pc
1,500
1.00 set
2,400
25.00 cyl
1,000
10.00 pc
550
1.00 lot
3,000
10.00 pc
350
10.00 pair
1,500
10.00 pair
450
10.00 pair
250
1.00 lot
2,000
2.00 mo
2,000
10.00 pair
35
20.00 set
150
set
5,000
roll
780
set
15,000
1.00 lot
5,000
1.00 lot
5,000
2.0
em
2.0
em
-
um
5,000
um
1,000
mo.
5,000
50%
1.0 2.0
em
2,000
time
10,000
mo.
2,000
lot -
2.0
unit
20,000
lot
20,000
sets
3,000
lot
4,000
mo.
2,000
mo.
5,000
319,044 Utilization
Day
Daily Rate (Peso)
Manday
Daily Rate (US $)
-
-
-
-
-
-
-
-
-
Utilization
Day -
Unit Price (Peso)
Eqpt.Day -
Unit Price (US $)
-
-
Qty
Unit 1.00 -
Unit Price (Peso)
Unit Price (US $)
-
-
319,044
-
-
-
Qty
Unit
lot
Unit Price (Peso)
(US $)
50,000
lot
-
lot
-
lot
-
lot
50,000
1.00 lot
2,096
1.00 lot
6,289
Subtotal
1.00 lot
-
1.00 lot
11,259
1.00 lot
5,524
1.00 lot
-
1.00 lot
-
1.00 lot
6,289
1.00 lot
21,700
Subtotal
1.00 lot
-
1.00 lot
-
1.00 lot
-
1.00 lot
-
1.00 lot
-
Subtotal
53,157 Utilization
Day -
Daily Rate (Peso)
Manday -
Daily Rate (US $)
-
-
-
Utilization
Day -
Unit Price (Peso)
Eqpt.Day -
Unit Price (US $)
-
-
Qty
Unit
Unit Price (Peso)
Unit Price (US $)
53,157
-
0.017 l.s. / day 100 % 0.020 l.s. / day 60 days 0.00250 l.s. Total Amount (Peso)
(US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
110,059 -
15,700 125,759
Total Amount (Peso)
0
Total Amount (US $) -
Total Amount (Peso)
0
Total Amount (US $)
125,759
0 0
0.017 lot / day 100 % 0.020 lot / day 60 days 0.00250 lot Total Amount (Peso)
(US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
0.00
-
0
Total Amount (Peso)
Total Amount (US $) -
0
Total Amount (Peso)
Total Amount (US $) -
-
-
-
0
-
0
0.017 lot / day 100 % 0.020 lot / day 60 days 0.00250 lot Total Amount (Peso)
(US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
0.00
-
0.00
-
0
Total Amount (Peso)
Total Amount (US $) -
0
Total Amount (Peso)
Total Amount (US $) -
-
-
0
-
0
0.017 lot / day 100 % 0.020 lot / day 60 days 0.00250 lot Total Amount (Peso)
(US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
0.00
-
0.00
-
0
Total Amount (Peso)
Total Amount (US $) -
0
Total Amount (Peso)
Total Amount (US $) -
-
-
-
-
0
-
0
0 lot / day 100 % 0 lot / day 60 days 0 lot Total Amount (Peso)
(US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
0.00
-
0
Total Amount (Peso)
Total Amount (US $) -
0
Total Amount (Peso)
Total Amount (US $) -
-
-
-
0
-
0
0.033 lot / day 100 % 0.030 lot / day 30 days 0.00375 lot Total Amount (Peso)
(US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
0.00
-
0.00
-
0.00
-
0.00
-
0.00
-
0
Total Amount (Peso)
Total Amount (US $) -
-
0
Total Amount (Peso)
Total Amount (US $) -
-
-
0
-
0
Total Amount (Peso)
(US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
-
-
-
-
Total Amount (Peso)
0
Total Amount (US $)
100,000 20,000 100,000 -
220,000
Total Amount (Peso)
0
Total Amount (US $)
220,000
0 0
Total Amount (Peso)
(US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $)
-
Total Amount (Peso)
-
-
-
-
-
-
-
-
0
Total Amount (US $)
-
Total Amount (Peso)
0
Total Amount (US $)
-
0
-
0
Total Amount (Peso)
(US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $)
10,000
-
10,000
Total Amount (Peso)
0
Total Amount (US $) -
Total Amount (Peso)
0 Total Amount (US $)
10,000
0 0
Total Amount (Peso)
(US $)
-
0
Total Amount (Peso)
Total Amount (US $)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
0
Total Amount (Peso)
Total Amount (US $)
-
0
-
0
Total Amount (Peso)
(US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $)
25,000
-
25,000
-
50,000
0
Total Amount (Peso)
Total Amount (US $) -
Total Amount (Peso)
0 Total Amount (US $)
50,000
0 0
Total Amount (Peso)
(US $)
24,000 -
24,000 Total Amount (Peso)
0 Total Amount (US $)
-
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
Total Amount (Peso)
0 Total Amount (US $)
24,000
0 0
Total Amount (Peso)
(US $)
75,000
0
75,000
0
Total Amount (Peso)
Total Amount (US $)
-
Total Amount (Peso)
-
-
0
Total Amount (US $)
Total Amount (Peso)
-
0 Total Amount (US $)
75,000
0 0
Total Amount (Peso)
(US $)
60,000
-
60,000
0
Total Amount (Peso)
Total Amount (US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
Total Amount (Peso)
0 Total Amount (US $)
60,000
0 0
Total Amount (Peso)
(US $)
12,000
12,000 Total Amount (Peso)
0 Total Amount (US $)
-
-
-
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
0
Total Amount (Peso)
Total Amount (US $) -
-
-
-
12,000
0 0
Total Amount (Peso)
(US $)
30,000 6,000 12,000
48,000
Total Amount (Peso)
0
Total Amount (US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
0
Total Amount (Peso)
Total Amount (US $)
48,000
0 0
Total Amount (Peso)
(US $)
40,000 5,000 10,000 10,000 10,000 20,000 -
95,000
Total Amount (Peso)
0
Total Amount (US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
0
Total Amount (Peso)
Total Amount (US $)
95,000
0 0
Total Amount (Peso)
(US $) -
164,625 -
44,169
-
-
6,000 6,000 1,500 2,400 25,000 5,500 3,000 3,500 15,000 4,500 2,500 2,000 4,000 350 3,000 5,000 5,000 -
2,000 4,000 10,000
319,044
Total Amount (Peso)
0
Total Amount (US $) -
-
-
-
-
0
Total Amount (Peso)
Total Amount (US $) -
0
Total Amount (Peso)
Total Amount (US $) -
319,044
0 0
-
0
Total Amount (Peso)
(US $)
-
2,096 6,289 11,259 5,524 6,289
31,457
21,700 -
21,700
53,157
Total Amount (Peso)
0
Total Amount (US $) -
Total Amount (Peso)
0
Total Amount (US $) -
Total Amount (Peso)
0 Total Amount (US $)
53,157
0 0
FACTOR
0% FOR QUANTITY
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : Drywall (installation) QUANTITY : 158.02 m2 158.02 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.) 9.) 10.) 11.) 12.) 13.) 14.) 15.) 16.)
4.5mm thk Fiber Cement Board Metal STUDS 3.0m x 35mm x 76mm Metal TRACKS 3.0m x 35mm x 76mm Corner Beads Rondo P01x2.8m Screw 1" Tek Screw 1" Tek Screw 1 1/4" Jobscrew 12mm Blind Rivets 1/8" x 3/8" Concrete Nail 1" Jointing Compound (Powder) 20kg/Bag Mesh Tape 2" x 250 ft. 0 0 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 3.95 Output per Hour: Qty Unit Unit Price (Peso) (US $) 95.00 pcs 499.00 141.00 pcs 129.00 53.00 pcs 116.00 6.00 0.00 126.00 470.00 0.00 0.00 4,711.00 0.00 0.00 150.00 0.00 1.00 1,408.00 0.00 1.00 141.00 0.00 0.00 3.00 0.00 47.00 6.00 0.00 515.00 6.00 0.00 137.00 -----
Man
Utiliza tion 100% 100% -
Foreman 1.00 Carpenter 4.00 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Diesel (Ltr) Gasoline Lubricant No. Utiliza COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 4.00 100% Scafolding 0.00 0.00 0.00 1.00 75% 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day
Manday 3.95 3.95 -
3.95 15.80 -
1.) 2.) 3.)
Consumables
10%
0.00 Daily Rate (US $)
110.38
0.00
Total Amount Total Amount (Peso) (US $) 4,104.57 0.00 13,336.89 0.00 17,441.46 0.00
158.02 110.38 1.00 Day
Eqpt.Day 3.95 3.95 -
15.80 2.96 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
494.30 Daily Rate (Peso) 1,039.00 844.00 -
40.00 m2 / day 100 % 40.00 m2 / day 3.95 days 5.00 m2 Total Amount (Peso) (US $) 47,405.00 0.00 18,189.00 0.00 6,148.00 0.00 756.00 0.00 0.00 0.00 0.00 0.00 150.00 0.00 1,408.00 0.00 0.00 0.00 141.00 0.00 3,090.00 0.00 822.00 0.00 78,109.00 0.00
Qty
Unit 1.00 lot
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit DOUBLE FACED
Unit Price (Peso) 400.00 10,000.00 -
Unit Price (US $)
40.00 54.00 142.00
0.00 0.00 0.00 0.00 35,949.55
227.50 Unit Price (Peso) 13,150.00
0.00 Unit Price (US $)
83.22
0.00
915.39 MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
0.00
13,150.00
0.00
144,650.01
0.00
TOTAL:
805.02 845.2662845684 149.1646384532 994.4309230217
TOTAL:
110.38 115.89375 20.4518382353 136.3455882353 152.7070588235
TOTAL:
563.51 591.6863991979 104.4152469173 696.1016461152
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 13,150.00 0.00
0.00
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
SINGLE FACED
Total Amount Total Amount (Peso) (US $) 6,320.80 0.00 29,628.75 0.00 35,949.55 0.00
LABOR: COST CONTINGENCY OVERHEAD & PROFIT TOTAL:
99.34 104.304375 18.4066544118 122.7110294118 137.4363529412
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : Drywall (Painting) QUANTITY : 126.00 m2 126.00 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Boysen Flat Latex White 701 Permacoat Gypsum Putty Mesh Wire 0 0 0 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 2.63 Output per Hour: Qty Unit Unit Price (Peso) (US $) 20.00 gal 567.00 3.00 bag 714.00 3.00 roll 210.00 ------
Man
Utiliza tion 100% 100% -
Leadman 1.00 Painter 4.00 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Gasoline Lubricant Utiliza Diesel (Ltr) No. COMPONENT (Ltr) (Ltr) tion Scafolding 0.00 0.00 0.00 1.00 100% Air Compressor 17 157.50 0.00 7.88 1.00 100% Hand Tools 0.00 0.00 0.00 4.00 100% 0 0 0 Total 157.50 0.00 7.88 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day
Manday 2.63 2.63 -
2.63 10.50 -
1.) 2.) 3.)
Consumable
10%
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
0.00 Daily Rate (US $)
91.21
0.00
Total Amount Total Amount (Peso) (US $) 2,630.25 0.00 8,862.00 0.00 11,492.25 0.00
105.00 109.45 0.83 Day
Eqpt.Day 2.63 2.63 2.63 -
2.63 2.63 10.50 -
157.50 #N/A 0.00 #N/A 7.88 #N/A
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
112.00 Daily Rate (Peso) 1,002.00 844.00 -
48.00 m2 / day 100 % 48.00 m2 / day 2.63 days 6.00 m2 Total Amount (Peso) (US $) 11,340.00 0.00 2,142.00 0.00 630.00 0.00 14,112.00 0.00
Qty
Unit 1.00 lot
Unit Price (Peso) 10,400.00 1,800.00 400.00 -
Unit Price (US $)
40.00 54.00 142.00
Total Amount Total Amount (Peso) (US $) 27,300.00 0.00 4,725.00 0.00 4,200.00 0.00 36,225.00 0.00 6,300.00 0.00 1,118.25 7,418.25 43,643.25
346.38 Unit Price (Peso) 6,924.75
0.00 Unit Price (US $)
54.96
0.00
604.54
0.00
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 6,924.75 0.00
6,924.75
0.00
76,172.25
0.00
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : Suspended Acoustic Ceiling Panel QUANTITY : 93.00 m2 93.00 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Acoustic Boards, 60cm x 60 cm x 12mm thk Metal Wall Angle T-Runner Cross Tee 4ft T-Runner Cross Tee 2ft T-Runner Main Tee 0 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 2.91 Output per Hour: Qty Unit Unit Price (Peso) (US $) 258.33 pcs. 76.00 42.00 pcs. 23.00 155.00 pcs. 26.00 207.00 pcs. 13.00 31.00 pcs. 79.00 ----
Man
Utiliza tion 100% 100% 100% -
Leadman 1.00 Carpenter 6.00 Unskilled (Helper) 6.00 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Gasoline Lubricant Utiliza Diesel (Ltr) No. COMPONENT (Ltr) (Ltr) tion Scafolding 0.00 0.00 0.00 1.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day
Manday 2.91 2.91 2.91 -
2.91 17.44 17.44 -
1.) 2.) 3.)
Consumables
0%
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
0.00 Daily Rate (US $)
339.38
0.00
Total Amount Total Amount (Peso) (US $) 2,912.06 0.00 14,717.25 0.00 13,932.56 0.00 31,561.88 0.00
302.25 104.42 3.25 Day
Eqpt.Day 2.91 -
2.91 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
320.10 Daily Rate (Peso) 1,002.00 844.00 799.00 -
32.00 m2 / day 100 % 32.00 m2 / day 2.91 days 4.00 m2 Total Amount (Peso) (US $) 19,633.33 0.00 966.00 0.00 4,030.00 0.00 2,691.00 0.00 2,449.00 0.00 29,769.33 0.00
Qty
Unit 1.00 lot
Unit Price (Peso) 10,400.00 -
Unit Price (US $)
40.00 54.00 142.00
Total Amount Total Amount (Peso) (US $) 30,225.00 0.00 30,225.00 0.00 0.00 0.00 0.00 0.00 30,225.00
325.00 Unit Price (Peso) 0.00
0.00 Unit Price (US $)
0.00
0.00
984.48
0.00
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 0.00 0.00
0.00
0.00
91,556.21
0.00
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : Temporary QUANTITY : 1.00 lot 1.00 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Polyethylene Sheet 6mils (roll) 0 0 0 0 0 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 1.00 Output per Hour: Qty Unit Unit Price (Peso) (US $) 1.00 roll 9,585.00 --------
Man
Utiliza tion 100% 100% -
Leadman 1.00 0 Skilled (Helper) 4.00 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Gasoline Lubricant Utiliza Diesel (Ltr) No. COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 1.00 100% Scafolding 0.00 0.00 0.00 34.00 100% 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day
Manday 1.00 1.00 -
1.00 4.00 -
1.) 2.) 3.)
Consumables
0%
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
0.00 Daily Rate (US $)
4,258.00
0.00
Total Amount Total Amount (Peso) (US $) 1,002.00 0.00 3,256.00 0.00 4,258.00 0.00
40.00 106.45 40.00 Day
Eqpt.Day 1.00 1.00 -
1.00 34.00 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
9,585.00 Daily Rate (Peso) 1,002.00 814.00 -
1.00 lot / day 100 % 1.00 lot / day 1.00 days 0.13 lot Total Amount (Peso) (US $) 9,585.00 0.00 9,585.00 0.00
Qty
Unit 1.00 lot
Unit Price (Peso) 400.00 1,300.00 -
Unit Price (US $)
40.00 54.00 142.00
Total Amount Total Amount (Peso) (US $) 400.00 0.00 44,200.00 0.00 44,600.00 0.00 0.00 0.00 0.00 0.00 44,600.00
44,600.00 Unit Price (Peso) 0.00
0.00 Unit Price (US $)
0.00
0.00
58,443.00
0.00
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 0.00 0.00
0.00
0.00
58,443.00
0.00
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : Floor Finish QUANTITY : 93.00 m2 93.00 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Megashield XSF 684/590 Surface Tolerant Gray Megashield XTL549/570 Epoxy Finish Green Thinner Epoxy GTA 220 0 0 0 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 5.81 Output per Hour: Qty Unit Unit Price (Peso) (US $) 20.00 0.00 397.00 40.00 0.00 415.00 12.00 0.00 188.00 ------
Man
Utiliza tion 100% 100% 100% -
Leadman 1.00 Skilled (Helper) 3.00 Unskilled (Helper) 3.00 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Gasoline Lubricant Utiliza Diesel (Ltr) No. COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 6.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day
Manday 5.81 5.81 5.81 -
5.81 17.44 17.44 -
1.) 2.) 3.)
Consumables
Day
Eqpt.Day 5.81 -
34.88 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Qty
10%
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Leadman Mason 0 0 0 0 0 0
0.00
Unit Price (Peso) 400.00 -
Unit Price (US $)
Man 1.00 3.00 -
Utiliza tion 100% 100% -
Total Amount Total Amount (Peso) (US $) 5,824.13 0.00 14,194.13 0.00 13,932.56 0.00 33,950.81 0.00
Unit
150.00 Unit Price (Peso) 7,469.68
0.00 Unit Price (US $)
80.32
0.00
Day
Manday 0.60 0.60 -
0.60 1.80 -
2,178.23 Daily Rate (Peso) 1,002.00 844.00 -
Total Amount Total Amount (Peso) (US $) 13,950.00 0.00 13,950.00 0.00 0.00 0.00 0.00 0.00 13,950.00
883.51 0.00 Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.60 Output per Hour: Qty Unit Unit Price (Peso) (US $) 240.00 pc 330.00 8.00 bag 162.50 4.00 bag 132.00 15.00 pc 35.00 9.00 235.00 1.00 890.00 ---
Porcelain Rustic Tiles, 300x 600mm Tile Adhesive, 10kg Tile Grout, 5kg Tile Trim 0 0 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
365.06
40.00 54.00 142.00
1.00 lot
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit DETAILED UNIT PRICE FWBS COD : DESCRIPTI : TILEWORKS - PORCELAIN RUSTIC - WALL QUANTITY : 37.44 m2 37.44 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT
0.00 Daily Rate (US $)
325.50 104.30 3.50
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
288.13 Daily Rate (Peso) 1,002.00 814.00 799.00 -
16.00 m2 / day 100 % 16.00 m2 / day 5.81 days 2.00 m2 Total Amount (Peso) (US $) 7,940.00 0.00 16,600.00 0.00 2,256.00 0.00 26,796.00 0.00
0.00 Daily Rate (US $)
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 7,469.68 0.00
7,469.68
0.00
82,166.49
0.00
62.40 m2 / day 100 % 62.40 m2 / day 0.60 days 7.80 m2 Total Amount (Peso) (US $) 79,200.00 0.00 1,300.00 0.00 528.00 0.00 525.00 0.00 81,553.00 0.00 Total Amount Total Amount (Peso) (US $) 601.20 0.00 1,519.20 0.00 -
1.) 2.) 3.) 4.) 5.) 6.)
Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Lubricant No. Utiliza Diesel (Ltr) Gasoline COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 10.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
2,120.40 56.63 19.20 110.44 0.51 Day
Eqpt.Day 0.60 -
6.00 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1.) 2.) 3.)
Consumables
Qty
10%
Unit 1.00 lot
Unit Price (Peso) 400.00 -
Unit Price (US $)
40.00 54.00 142.00
64.10 Unit Price (Peso) 8,607.34
Equipment Cost Equipment Cost per Unit
1.) 2.) 3.)
Consumables
Miscellaneous Cost
10%
Qty
Unit 1.00 lot
64.10 Unit Price (Peso) 2,129.97
Total Amount Total Amount (Peso) (US $) 2,400.00 0.00 2,400.00 0.00 0.00 0.00 0.00 0.00 2,400.00
0.00 Unit Price (US $)
Miscellaneous Cost Miscellaneous Cost per Unit 229.90 0.00 Direct Cost Direct Cost per Unit 2,528.87 0.00 DETAILED UNIT PRICE Target Work Rate : FWBS COD : Working Percentage Under Adverse Condition : DESCRIPTI : Wall Tiles (RG4D4D) 300mm x 600mm to Toilet Accent Wall Fixtures Side Adjusted Work Rate : QUANTITY : 13.90 m2 Schedule No.of Days to Complete : 13.90 0.22 WHR/DAY : 8.00 hrs. Output per Hour: MATERIAL PRICE COMPONENT Qty Unit Unit Price (Peso) (US $) 1.) Wall Tiles (RG4D4D) 300mm x 600mm 51.00 pc 330.00 2.) Tile Adhesive, 10kg 3.00 bag 162.50 3.) Tile Grout, 5kg 2.00 bag 132.00 4.) Tile Trim 6.00 pc 35.00 5.) Cement 4.00 bag 235.00 6.) Sand 1.00 cu.m 890.00 7.) 0 -8.) 0 -Material Cost Material Cost per Unit 1,411.62 0.00 Daily Rate Daily Rate LABOR PRICE COMPONENT Man Utiliza Day Manday tion (Peso) (US $) 1.) Leadman 1.00 100% 0.22 0.22 1,002.00 2.) Mason 3.00 100% 0.22 0.67 844.00 3.) 0 4.) 0 5.) 0 6.) 0 7.) 0 8.) 0 Labor Cost Labor Cost per Unit 56.63 0.00 Total Man-Hour 7.13 Labor Cost per Man-Hour 110.44 Work Rate Man-Hour/Unit 0.51 EQUIPMENT PRICE Gasoline Lubricant No. Utiliza Unit Price Unit Price Diesel (Ltr) Day Eqpt.Day COMPONENT (Ltr) (Ltr) tion (Peso) (US $) 1.) Hand Tools 0.00 0.00 0.00 10.00 100% 0.22 2.23 400.00 2.) 0 3.) 0 4.) 0 5.) 0 6.) 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel 0.00 #N/A 40.00 Gasoline 0.00 #N/A 54.00 Lubricant 0.00 #N/A 142.00
MISCELLANEOUS PRICE COMPONENT
0.00
0.00
0.00 Unit Price (US $)
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 8,607.34 0.00
8,607.34
0.00
94,680.74
0.00
62.40 m2 / day 100 % 62.40 m2 / day 0.22 days 7.80 m2 Total Amount (Peso) (US $) 16,830.00 0.00 487.50 0.00 264.00 0.00 210.00 0.00 940.00 0.00 890.00 0.00 19,621.50 0.00 Total Amount Total Amount (Peso) (US $) 223.20 0.00 564.02 0.00 787.22 0.00
Total Amount Total Amount (Peso) (US $) 891.03 0.00 891.03 0.00 0.00 0.00 0.00 0.00 891.03
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 2,129.97 0.00
2,129.97
0.00
Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
153.24
0.00
1,685.59
0.00
23,429.72
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : Wall Tiles (RG4D3D) 300mm x 600mm to Accent Wall QUANTITY : 13.77 m2 13.77 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Wall Tiles (RG4D3D) 300mm x 600mm Tile Adhesive, 10kg Tile Grout, 5kg Tile Trim 0 0 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Man
Leadman 1.00 Mason 3.00 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Lubricant No. Utiliza Diesel (Ltr) Gasoline COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 10.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day
Manday 0.22 0.22 -
0.22 0.66 -
1.) 2.) 3.)
Consumables
10%
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
733.03 769.6821152117 135.8262556256 905.5083708373 TOTAL: 1014.1693753377
1,195.46 Daily Rate (Peso) 1,002.00 844.00 -
0.00 Daily Rate (US $)
56.63
0.00
62.40 m2 / day 100 % 62.40 m2 / day 0.22 days 7.80 m2 Total Amount (Peso) (US $) 15,500.00 0.00 487.50 0.00 264.00 0.00 210.00 0.00 16,461.50 0.00 Total Amount Total Amount (Peso) (US $) 221.11 0.00 558.74 0.00 779.86 0.00
7.06 110.44 0.51 Day
Eqpt.Day 0.22 -
2.21 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
1,628.96 1710.4047004704 301.8361236124 TOTAL: 2012.2408240828
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.22 Output per Hour: Qty Unit Unit Price (Peso) (US $) 50.00 pc 310.00 3.00 bag 162.50 2.00 bag 132.00 6.00 pc 35.00 4.00 235.00 1.00 890.00 ---
Utiliza tion 100% 100% -
0.00
Qty
Unit 1.00 lot
Unit Price (Peso) 400.00 -
Unit Price (US $)
40.00 54.00 142.00
0.00 0.00 0.00 0.00 882.69
64.10 Unit Price (Peso) 1,812.41
0.00 Unit Price (US $)
131.62
0.00
1,447.82
0.00
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
LABOR: COST CONTINGENCY
Total Amount Total Amount (Peso) (US $) 882.69 0.00 882.69 0.00 0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 1,812.41 0.00
1,812.41
0.00
19,936.46
0.00
1,391.18 1460.7427214262 257.7781273105 TOTAL: 1718.5208487367
626.03 657.3342246418
OVERHEAD & PROFIT TOTAL: DETAILED UNIT PRICE FWBS COD : DESCRIPTI : Wall Tiles (KJM 66019) 300mm x 600mm to Toilet Walls QUANTITY : 18.22 m2 18.22 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Wall Tiles (KJM 66019) 300mm x 600mm Tile Adhesive, 10kg Tile Grout, 5kg Tile Trim Cement Sand 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Leadman Mason 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Diesel (Ltr) COMPONENT
Man 1.00 3.00 -
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.29 Output per Hour: Qty Unit Unit Price (Peso) (US $) 66.00 pc 280.00 4.00 bag 162.50 2.00 bag 132.00 8.00 pc 35.00 5.00 bag 235.00 1.00 cu.m 890.00 ---
Utiliza tion 100% 100% -
Day
Manday 0.29 0.29 -
0.29 0.88 -
Day
Eqpt.Day 0.29 -
2.92 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Equipment Cost Equipment Cost per Unit
1.) 2.) 3.)
Consumables
10%
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
0.00 Daily Rate (US $)
56.63
0.00
Qty
Unit 1.00 lot
Unit Price (Peso) 400.00 -
Unit Price (US $)
40.00 54.00 142.00
64.10 Unit Price (Peso) 2,393.88
0.00 Unit Price (US $)
131.39
0.00
1,445.26
0.00
TOTAL:
Floor Tiles (Q6A-111) 600mm x 600mm Tile Adhesive, 10kg
Total Amount Total Amount (Peso) (US $) 1,167.95 0.00 1,167.95 0.00 0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 2,393.88 0.00
2,393.88
0.00
26,332.71
0.00
1,388.63 1458.0611115216 257.3049020332 TOTAL: 1715.3660135548
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
1.) 2.)
Total Amount Total Amount (Peso) (US $) 292.57 0.00 739.31 0.00 1,031.88 0.00
0.00 0.00 0.00 0.00 1,167.95
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : Floor Tiles (Q6A-111) 600mm x 600mm QUANTITY : 6.26 m2 6.26 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT
62.40 m2 / day 100 % 62.40 m2 / day 0.29 days 7.80 m2 Total Amount (Peso) (US $) 18,480.00 0.00 650.00 0.00 264.00 0.00 280.00 0.00 1,175.00 0.00 890.00 0.00 21,739.00 0.00
9.34 110.44 0.51
Gasoline Lubricant Utiliza No. (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 10.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
MISCELLANEOUS PRICE COMPONENT
1,193.14 Daily Rate (Peso) 1,002.00 844.00 -
116.0001572897 773.3343819315 866.1345077633
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.10 Output per Hour: Qty Unit Unit Price (Peso) (US $) 23.00 pc 270.00 2.00 bag 162.50
624.88 656.1275001847 115.7872059149 771.9147060997 864.5444708316 62.40 m2 / day 100 % 62.40 m2 / day 0.10 days 7.80 m2 Total Amount (Peso) (US $) 6,210.00 0.00 325.00 0.00
3.) 4.) 5.) 6.) 7.) 8.)
Tile Grout, 5kg Tile Trim Cement Sand 0 0 Material Cost Material Cost per Unit
1.00 bag 3.00 pc 2.00 bag 1.00 cu.m ---
LABOR PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Man
Utiliza tion 100% 100% -
Leadman 1.00 Mason 3.00 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Lubricant No. Utiliza Diesel (Ltr) Gasoline COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 10.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day
132.00 35.00 235.00 890.00 -
Manday 0.10 0.10 -
0.10 0.30 -
1.) 2.) 3.)
Consumables
1,299.04 Daily Rate (Peso) 1,002.00 844.00 -
0.00 Daily Rate (US $)
56.63
0.00
Day
Eqpt.Day 0.10 -
1.00 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Qty
10%
Unit Price (Peso) 400.00 -
Unit Price (US $)
40.00 54.00 142.00
Unit 1.00 lot
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
64.10 Unit Price (Peso) 888.78
0.00 Unit Price (US $)
141.98
0.00
1,561.76
0.00
TOTAL:
Floor Tiles (VYS607C) 600mm x 600mm Tile Adhesive, 10kg Tile Grout, 5kg Tile Trim Cement Sand 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
1.) 2.) 3.)
Leadman Mason 0
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.10 Output per Hour: Qty Unit Unit Price (Peso) (US $) 23.00 pc 230.00 2.00 bag 162.50 1.00 bag 132.00 3.00 pc 35.00 2.00 bag 235.00 1.00 cu.m 890.00 ---
Man Utiliza tion 1.00 100% 3.00 100% -
Day
Manday 0.10 0.10 -
0.10 0.30 -
1,152.08 Daily Rate (Peso) 1,002.00 844.00 -
Total Amount Total Amount (Peso) (US $) 401.28 0.00 401.28 0.00 0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 888.78 0.00
888.78
0.00
9,776.60
0.00
1,505.12 1580.3780673999 278.8902471882 TOTAL: 1859.2683145881
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Total Amount Total Amount (Peso) (US $) 100.52 0.00 254.01 0.00 354.53 0.00
0.00 0.00 0.00 0.00 401.28
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : Floor Tiles (VYS607C) 600mm x 600mm QUANTITY : 6.26 m2 6.26 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT
0.00 0.00 0.00 0.00 0.00
3.21 110.44 0.51
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
132.00 105.00 470.00 890.00 8,132.00
0.00 Daily Rate (US $)
677.30 711.1701303299 125.5006112347 836.6707415646 937.0712305524 62.40 m2 / day 100 % 62.40 m2 / day 0.10 days 7.80 m2 Total Amount (Peso) (US $) 5,290.00 0.00 325.00 0.00 132.00 0.00 105.00 0.00 470.00 0.00 890.00 0.00 7,212.00 0.00 Total Amount Total Amount (Peso) (US $) 100.52 0.00 254.01 0.00 -
4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Lubricant No. Utiliza Diesel (Ltr) Gasoline COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 10.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
-
-
1.) 2.) 3.)
Consumables
354.53
56.63
Day
Eqpt.Day 0.10 -
1.00 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Qty
10%
0.00
Unit Price (Peso) 400.00 -
Unit Price (US $)
40.00 54.00 142.00
Unit 1.00 lot
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
64.10 Unit Price (Peso) 796.78
0.00 Unit Price (US $)
127.28
0.00
1,400.10
0.00
TOTAL:
LABOR PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.)
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.10 Output per Hour: Qty Unit Unit Price (Peso) (US $) 20.00 pc 230.00 2.00 bag 162.50 1.00 bag 132.00 3.00 pc 35.00 2.00 bag 235.00 1.00 cu.m 890.00 ---
Floor Tiles (IP06) 600mm x 600mm Tile Adhesive, 10kg Tile Grout, 5kg Tile Trim Cement Sand 0 0 Material Cost Material Cost per Unit Man
Utiliza tion 100% 100% -
Leadman 1.00 Mason 3.00 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Gasoline Lubricant Utiliza Diesel (Ltr) No. COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 10.00 100%
Day
Manday 0.10 0.10 -
0.10 0.30 -
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 796.78 0.00
796.78
0.00
8,764.60
0.00
1,343.46 1410.6336584542 248.9353514919 TOTAL: 1659.5690099461
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Total Amount Total Amount (Peso) (US $) 401.28 0.00 401.28 0.00 0.00 0.00 0.00 0.00 401.28
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : Floor Tiles (IP06) 600mm x 600mm QUANTITY : 6.26 m2 6.26 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT
0.00
3.21 110.44 0.51
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
-
1,041.85 Daily Rate (Peso) 1,002.00 844.00 -
0.00 Daily Rate (US $)
56.63
0.00
604.56 634.7851463044 112.0209081714 746.8060544757 836.4227810128 62.40 m2 / day 100 % 62.40 m2 / day 0.10 days 7.80 m2 Total Amount (Peso) (US $) 4,600.00 0.00 325.00 0.00 132.00 0.00 105.00 0.00 470.00 0.00 890.00 0.00 6,522.00 0.00 Total Amount Total Amount (Peso) (US $) 100.52 0.00 254.01 0.00 354.53 0.00
3.21 110.44 0.51 Day
Eqpt.Day 0.10
1.00
Unit Price (Peso) 400.00
Unit Price (US $)
Total Amount Total Amount (Peso) (US $) 401.28 0.00
2.) 3.) 4.) 5.) 6.)
0 0 0 0 0
Total 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
0.00
-
-
-
-
0.00 #N/A 0.00 #N/A 0.00 #N/A
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1.) 2.) 3.)
Consumables
Qty
10%
Unit 1.00 lot
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
-
401.28
0.00
40.00 54.00 142.00
0.00 0.00 0.00 0.00 401.28
0.00 0.00 0.00
64.10 Unit Price (Peso) 727.78
0.00 Unit Price (US $)
116.26
0.00
1,278.85
0.00
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
TOTAL:
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
LABOR PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.10 Output per Hour: Qty Unit Unit Price (Peso) (US $) 23.00 pc 200.00 2.00 bag 162.50 1.00 bag 132.00 3.00 pc 35.00 2.00 bag 235.00 1.00 cu.m 890.00 ---
Floor Tiles (G838Z), 600mm x 600mm Tile Adhesive, 10kg Tile Grout, 5kg Tile Trim Cement Sand 0 0 Material Cost Material Cost per Unit Man
Utiliza tion 100% 100% -
Leadman 1.00 Mason 3.00 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Lubricant No. Utiliza Diesel (Ltr) Gasoline COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 10.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant Equipment Cost Equipment Cost per Unit
Day
Manday 0.10 0.10 -
0.10 0.30 -
Total Amount Total Amount (Peso) (US $) 727.78 0.00
727.78
0.00
8,005.60
0.00
1,222.21 1283.3253517449 226.4691797197 TOTAL: 1509.7945314646
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : Floor Tiles (G838Z), 600mm x 600mm QUANTITY : 6.26 m2 6.26 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT
0.00
1,041.85 Daily Rate (Peso) 1,002.00 844.00 -
0.00 Daily Rate (US $)
56.63
0.00
550.00 577.4964082852 101.9111308739 679.4075391591 760.9364438582 62.40 m2 / day 100 % 62.40 m2 / day 0.10 days 7.80 m2 Total Amount (Peso) (US $) 4,600.00 0.00 325.00 0.00 132.00 0.00 105.00 0.00 470.00 0.00 890.00 0.00 6,522.00 0.00 Total Amount Total Amount (Peso) (US $) 100.52 0.00 254.01 0.00 354.53 0.00
3.21 110.44 0.51 Day
Eqpt.Day 0.10 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
1.00 -
Unit Price (Peso) 400.00 -
Unit Price (US $)
40.00 54.00 142.00
64.10
Total Amount Total Amount (Peso) (US $) 401.28 0.00 401.28 0.00 0.00 0.00 0.00 0.00 401.28
0.00
0.00 0.00 0.00 0.00
MISCELLANEOUS PRICE COMPONENT 1.) 2.) 3.)
Consumables
Qty
10%
Unit 1.00 lot
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
Unit Price (Peso) 727.78
Unit Price (US $)
116.26
0.00
1,278.85
0.00
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
TOTAL:
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
LABOR PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.10 Output per Hour: Qty Unit Unit Price (Peso) (US $) 20.00 pc 280.00 2.00 bag 162.50 1.00 bag 132.00 3.00 pc 35.00 2.00 bag 235.00 1.00 cu.m 890.00 ---
Porcelain Non Skid Tiles, 600x 600mm Tile Adhesive, 10kg Tile Grout, 5kg Tile Trim Cement Sand 0 0 Material Cost Material Cost per Unit Man
Utiliza tion 100% 100% -
Leadman 1.00 Mason 3.00 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Lubricant No. Utiliza Diesel (Ltr) Gasoline COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 10.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day
Manday 0.10 0.10 -
0.10 0.30 -
1.) 2.) 3.)
Consumables
10%
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit DETAILED UNIT PRICE FWBS COD : DESCRIPTI : MOSAIC TILES QUANTITY : 0.51 m2
Day
Eqpt.Day 0.10 -
1.00 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Qty
Unit 1.00 lot
0.51
0.00
8,005.60
0.00
1,201.60 Daily Rate (Peso) 1,002.00 844.00 -
0.00 Daily Rate (US $)
56.63
0.00
550.00 577.4964082852 101.9111308739 679.4075391591 760.9364438582 62.40 m2 / day 100 % 62.40 m2 / day 0.10 days 7.80 m2 Total Amount (Peso) (US $) 5,600.00 0.00 325.00 0.00 132.00 0.00 105.00 0.00 470.00 0.00 890.00 0.00 7,522.00 0.00 Total Amount Total Amount (Peso) (US $) 100.52 0.00 254.01 0.00 354.53 0.00
3.21 110.44 0.51
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
727.78
1,222.21 1283.3253517449 226.4691797197 TOTAL: 1509.7945314646
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : TILEWORKS - NON SKID PORCELAIN - FLOOR QUANTITY : 6.26 m2 6.26 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT
Total Amount Total Amount (Peso) (US $) 727.78 0.00
Unit Price (Peso) 400.00 -
Unit Price (US $)
40.00 54.00 142.00
Total Amount Total Amount (Peso) (US $) 401.28 0.00 401.28 0.00 0.00 0.00 0.00 0.00 401.28
64.10 Unit Price (Peso) 827.78
0.00 Unit Price (US $)
132.23
0.00
1,454.57 0.00 Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.01
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 827.78 0.00
827.78
0.00
9,105.60
0.00
62.40 m2 / day 100 % 62.40 m2 / day 0.01 days
WHR/DAY
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
:
8.00 hrs. MATERIAL PRICE COMPONENT
Mosaic Tiles 0 0 0 0 0 0 0 Material Cost Material Cost per Unit
1.) 2.) 3.) 4.) 5.) 6.)
Unit 7.00 pc ---
LABOR PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Qty
Man
Utiliza tion 100% 100% -
Leadman 1.00 Mason 3.00 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Gasoline Lubricant Utiliza Diesel (Ltr) No. COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 1.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day
Output per Hour: Unit Price (Peso) (US $) 50.00
-
Manday 0.01 0.01 -
0.01 0.02 -
1.) 2.) 3.)
Consumables
Day
Eqpt.Day 0.01 -
0.01 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Qty
10%
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Leadman Mason 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour
0.00
Unit Price (Peso) 400.00 -
Unit Price (US $)
Man 1.00 3.00 -
Utiliza tion 100% 100% -
Total Amount Total Amount (Peso) (US $) 8.19 0.00 20.69 0.00 28.88 0.00
Unit
Day
Manday 0.01 0.01 -
0.01 0.02 -
0.26 110.44
Total Amount Total Amount (Peso) (US $) 3.27 0.00 3.27 0.00 0.00 0.00 0.00 0.00 3.27
6.41 Unit Price (Peso) 38.22
0.00 Unit Price (US $)
74.93
0.00
824.25 0.00 Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.01 Output per Hour: Qty Unit Unit Price (Peso) (US $) 7.00 pc 50.00 ---
Mosaic Tiles 0 0 0 0 0 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
56.63
40.00 54.00 142.00
1.00 lot
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit DETAILED UNIT PRICE FWBS COD : DESCRIPTI : MOSAIC TILES QUANTITY : 0.51 m2 0.51 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT
0.00 Daily Rate (US $)
0.26 110.44 0.51
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
686.27 Daily Rate (Peso) 1,002.00 844.00 -
7.80 m2 Total Amount (Peso) (US $) 350.00 0.00 350.00 0.00
686.27 Daily Rate (Peso) 1,002.00 844.00 -
0.00 Daily Rate (US $)
56.63
0.00
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 38.22 0.00
38.22
0.00
420.37
0.00
62.40 m2 / day 100 % 62.40 m2 / day 0.01 days 7.80 m2 Total Amount (Peso) (US $) 350.00 0.00 350.00 0.00 Total Amount Total Amount (Peso) (US $) 8.19 0.00 20.69 0.00 28.88 0.00
1.) 2.) 3.) 4.) 5.) 6.)
Work Rate Man-Hour/Unit EQUIPMENT PRICE Lubricant No. Utiliza Diesel (Ltr) Gasoline COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 1.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
0.51 Day
Eqpt.Day 0.01 -
0.01 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
1.) 2.) 3.)
Consumables
10%
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit DETAILED UNIT PRICE FWBS COD : DESCRIPTI : BASEBOARD QUANTITY : 74.22 l.m 74.22 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Mosaic Tiles 0 0 0 0 0 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
1.) 2.) 3.)
Leadman Mason 0
Qty
Unit Price (US $)
40.00 54.00 142.00
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
Unit Price (Peso) 400.00 -
Unit 1.00 lot
0.00 0.00 0.00 0.00 3.27
6.41 Unit Price (Peso) 38.22
0.00 Unit Price (US $)
74.93
0.00
824.25 0.00 Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 10.66 Output per Hour: Qty Unit Unit Price (Peso) (US $) 32.00 pc 400.00 ---
Utiliza Man tion 1.00 100% 3.00 100% -
Day 10.66 10.66 -
Manday 10.66 31.99 -
172.46 Daily Rate (Peso) 1,002.00 844.00 -
Total Amount Total Amount (Peso) (US $) 3.27 0.00 3.27 0.00
0.00 Daily Rate (US $)
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 38.22 0.00
38.22
0.00
420.37
0.00
6.96 l.m / day 100 % 6.96 l.m / day 10.66 days 0.87 l.m Total Amount (Peso) (US $) 12,800.00 0.00 12,800.00 0.00 Total Amount Total Amount (Peso) (US $) 10,685.12 0.00 27,000.72 0.00 -
4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Lubricant No. Utiliza Diesel (Ltr) Gasoline COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 2.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
-
-
507.76
1.) 2.) 3.)
Consumables
Day
Eqpt.Day
10.66 -
21.33 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Qty
10%
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
LABOR PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Man
Utiliza tion 100% 100% -
Leadman 1.00 Carpenter 4.00 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Diesel (Ltr) Gasoline Lubricant No. Utiliza COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 2.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant Equipment Cost Equipment Cost per Unit
Unit Price (Peso) 400.00 -
Unit Price (US $)
Unit
Day
Manday 0.09 0.09 -
0.09 0.38 -
Total Amount Total Amount (Peso) (US $) 8,531.03 0.00 8,531.03 0.00 0.00 0.00 0.00 0.00 8,531.03
114.94 Unit Price (Peso) 5,901.69
0.00 Unit Price (US $)
79.52
0.00
874.68 0.00 Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.09 Output per Hour: Qty Unit Unit Price (Peso) (US $) 3.00 pc 750.00 6.00 pc 600.00 2.00 kg 75.00 0.50 kg 96.25 4.00 pc 35.00 6.00 tubs 138.00 ---
12mm thk Marine Plywood 2"x3"x12" S4S Lumber 2" CWN 1" Finishing Nail 2" Paint Brush Stikwel 0 0 Material Cost Material Cost per Unit
0.00
0.00
40.00 54.00 142.00
1.00 lot
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit DETAILED UNIT PRICE FWBS COD : DESCRIPTI : PLANTERS QUANTITY : 6.00 m2 6.00 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT
37,685.84
341.24 110.44 4.60
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
-
1,169.35 Daily Rate (Peso) 1,002.00 844.00 -
0.00 Daily Rate (US $)
68.41
0.00
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 5,901.69 0.00
5,901.69
0.00
64,918.57
0.00
64.00 m2 / day 100 % 64.00 m2 / day 0.09 days 8.00 m2 Total Amount (Peso) (US $) 2,250.00 0.00 3,600.00 0.00 150.00 0.00 48.13 0.00 140.00 0.00 828.00 0.00 7,016.13 0.00 Total Amount Total Amount (Peso) (US $) 93.94 0.00 316.50 0.00 410.44 0.00
3.75 109.45 0.63 Day
Eqpt.Day 0.09 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
0.19 -
Unit Price (Peso) 400.00 -
Unit Price (US $)
40.00 54.00 142.00
12.50
Total Amount Total Amount (Peso) (US $) 75.00 0.00 75.00 0.00 0.00 0.00 0.00 0.00 75.00
0.00
0.00 0.00 0.00 0.00
MISCELLANEOUS PRICE COMPONENT 1.) 2.) 3.)
Consumables
Qty
10%
1.00 lot
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit DETAILED UNIT PRICE FWBS COD : DESCRIPTI : ACCENT WALLS - NATURALE FINISH QUANTITY : 23.94 m2 23.94 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Man
Utiliza tion 100% 100% -
Day
Manday 0.37 0.37 -
0.37 1.50 -
Consumables
20%
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
750.16
0.00
8,251.72
0.00
0.00
1,404.10 Daily Rate (Peso) 1,002.00 844.00 -
0.00 Daily Rate (US $)
68.41
0.00
Day
Eqpt.Day 0.37 -
1.50 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Qty
Unit 1.00 lot
Unit Price (Peso) 400.00 -
Unit Price (US $)
40.00 54.00 142.00
64.00 m2 / day 100 % 64.00 m2 / day 0.37 days 8.00 m2 Total Amount (Peso) (US $) 29,250.00 0.00 4,364.06 0.00 33,614.06 0.00 Total Amount Total Amount (Peso) (US $) 374.81 0.00 1,262.84 0.00 1,637.65 0.00
Total Amount Total Amount (Peso) (US $) 598.50 0.00 598.50 0.00 0.00 0.00 0.00 0.00 598.50
25.00 Unit Price (Peso) 7,170.04
0.00 Unit Price (US $)
299.50
0.00
1,797.00
0.00
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : ACCENT WALLS - MATTE FINISH QUANTITY : 23.94 m2 23.94
Total Amount Total Amount (Peso) (US $) 750.16 0.00
14.96 109.45 0.63
Equipment Cost Equipment Cost per Unit
1.) 2.) 3.)
Unit Price (US $)
1,375.29 0.00 Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.37 Output per Hour: Qty Unit Unit Price (Peso) (US $) 9.00 pc 3,250.00 8.31 pc 525.00 2.00 75.00 0.50 96.25 4.00 35.00 23.94 138.00 ---
Leadman 1.00 Carpenter 4.00 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Diesel (Ltr) Gasoline Lubricant No. Utiliza COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 4.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
MISCELLANEOUS PRICE COMPONENT
Unit Price (Peso) 750.16
125.03
Formica Laminates 4.5mm thk Fiber Cement Board 0 0 0 0 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
Unit
0.00
Total Amount Total Amount (Peso) (US $) 7,170.04 0.00
7,170.04
0.00
43,020.25
0.00
1,728.60 1815.0264967105 320.2987935372 TOTAL: 2135.3252902477
777.87 816.7619235197 144.1344570917 960.8963806115 TOTAL: 1076.2039462848
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.37
0.00 0.00 0.00
64.00 m2 / day 100 % 64.00 m2 / day 0.37 days
WHR/DAY
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
:
8.00 hrs. MATERIAL PRICE COMPONENT
Formica Laminates 20mm thk Marine Plywood 0 0 0 0 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Qty
Unit
9.00 pc 8.31 pc 2.00 0.50 4.00 23.94 ---
Man
Utiliza tion 100% 100% -
Leadman 1.00 Carpenter 4.00 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Gasoline Lubricant Utiliza Diesel (Ltr) No. COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 4.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day
Manday 0.37 0.37 -
0.37 1.50 -
1.) 2.) 3.)
Consumables
20%
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
1,466.89 Daily Rate (Peso) 1,002.00 844.00 -
0.00 Daily Rate (US $)
68.41
0.00
Day
Eqpt.Day 0.37 -
1.50 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Qty
Unit 1.00 lot
Unit Price (Peso) 400.00 -
Unit Price (US $)
40.00 54.00 142.00
25.00 Unit Price (Peso) 7,470.72
0.00 Unit Price (US $)
312.06
0.00
1,872.36
0.00
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Formica Laminates 4.5mm thk Fiber Cement Board 0 0 0 0 0 0 Material Cost Material Cost per Unit
Total Amount Total Amount (Peso) (US $) 374.81 0.00 1,262.84 0.00 1,637.65 0.00
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 7,470.72 0.00
7,470.72
0.00
44,824.30
0.00
1,803.95 1894.1514967105 334.2620288313 TOTAL: 2228.4135255418
811.78 852.3681735197 150.4179129741 1002.7860864938 TOTAL: 1123.1204168731
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.37 Output per Hour: Qty Unit Unit Price (Peso) (US $) 9.00 pc 2,680.00 8.31 pc 600.00 2.00 75.00 0.50 96.25 4.00 35.00 23.94 138.00 --1,215.85
Total Amount Total Amount (Peso) (US $) 598.50 0.00 598.50 0.00 0.00 0.00 0.00 0.00 598.50
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : ACCENT WALLS - MATTE FINISH QUANTITY : 23.94 m2 23.94 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT
8.00 m2 Total Amount (Peso) (US $) 24,120.00 0.00 10,997.44 0.00 35,117.44 0.00
14.96 109.45 0.63
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
Output per Hour: Unit Price (Peso) (US $) 2,680.00 1,323.00 75.00 96.25 35.00 138.00 -
0.00
64.00 m2 / day 100 % 64.00 m2 / day 0.37 days 8.00 m2 Total Amount (Peso) (US $) 24,120.00 0.00 4,987.50 0.00 29,107.50 0.00
LABOR PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Man
Utiliza tion 100% 100% -
Leadman 1.00 Carpenter 4.00 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Gasoline Lubricant Utiliza Diesel (Ltr) No. COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 4.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day
Manday 0.37 0.37 -
0.37 1.50 -
1.) 2.) 3.)
Consumables
Daily Rate (US $)
68.41
Day
Eqpt.Day 0.37 -
1.50 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Qty
20%
0.00
Unit Price (Peso) 400.00 -
Unit Price (US $)
40.00 54.00 142.00
Unit 1.00 lot
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
25.00 Unit Price (Peso) 6,268.73
0.00 Unit Price (US $)
261.85
0.00
1,571.11
0.00
TOTAL:
LABOR PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.03 Output per Hour: Qty Unit Unit Price (Peso) (US $) 16.00 pc 108.64 3.00 pc 550.00 2.00 0.50 4.00 2.16 ---
Formica Laminates 4.5mm thk Fiber Cement Board 0 0 0 0 0 0 Material Cost Material Cost per Unit
Leadman Carpenter 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour
Man 1.00 4.00 -
Utiliza tion 100% 100% -
Day
Manday 0.03 0.03 -
0.03 0.14 -
1.35
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 6,268.73 0.00
6,268.73
0.00
37,612.37
0.00
1,502.70 1577.8389967105 278.4421758901 TOTAL: 1856.2811726006
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
Total Amount Total Amount (Peso) (US $) 598.50 0.00 598.50 0.00 0.00 0.00 0.00 0.00 598.50
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : ACCENT WALLS - BAILEN WHITE FINISH QUANTITY : 2.16 m2 2.16 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT
Total Amount Total Amount (Peso) (US $) 374.81 0.00 1,262.84 0.00 1,637.65 0.00
14.96 109.45 0.63
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
Daily Rate (Peso) 1,002.00 844.00 -
1,568.63 Daily Rate (Peso) 1,002.00 844.00 -
0.00 Daily Rate (US $)
68.41
0.00
676.22 710.0275485197 125.2989791505 835.3265276703 935.5657109907 64.00 m2 / day 100 % 64.00 m2 / day 0.03 days 8.00 m2 Total Amount (Peso) (US $) 1,738.24 0.00 1,650.00 0.00 3,388.24 0.00 Total Amount Total Amount (Peso) (US $) 33.82 0.00 113.94 0.00 147.76 0.00
1.) 2.) 3.) 4.) 5.) 6.)
Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Gasoline Lubricant Utiliza Diesel (Ltr) No. COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 4.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
109.45 0.63 Day
Eqpt.Day 0.03 -
0.14 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
1.) 2.) 3.)
Consumables
Qty
20%
Unit Price (US $)
40.00 54.00 142.00
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
Unit Price (Peso) 400.00 -
Unit 1.00 lot
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
0.00 0.00 0.00 0.00 54.00
25.00 Unit Price (Peso) 718.00
0.00 Unit Price (US $)
332.41
0.00
1,994.44
0.00
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : FABRICATION OF KITCHEN CABINETS QUANTITY : 11.15 m2 11.15 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
LABOR PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Leadman Carpenter 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Diesel (Ltr) COMPONENT
Man 1.00 4.00 -
Utiliza tion 100% 100% -
Gasoline Lubricant Utiliza No. (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 5.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel
Day
Manday 0.17 0.17 -
0.17 0.70 -
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 718.00 0.00
718.00
0.00
4,308.00
0.00
1,926.04 2022.3386458333 356.8832904412 TOTAL: 2379.2219362745
866.72 910.052390625 160.5974806985 1070.6498713235 TOTAL: 1199.1278558824
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.17 Output per Hour: Qty Unit Unit Price (Peso) (US $) 4.00 pc 750.00 11.00 pc 3,250.00 2.00 75.00 0.50 96.25 4.00 35.00 11.15 138.00 ---
Marine Plywood, 3/4" thk Formica 0 0 0 0 0 0 Material Cost Material Cost per Unit
Total Amount Total Amount (Peso) (US $) 54.00 0.00 54.00 0.00
3,474.09 Daily Rate (Peso) 1,002.00 844.00 -
0.00 Daily Rate (US $)
68.41
0.00
64.00 m2 / day 100 % 64.00 m2 / day 0.17 days 8.00 m2 Total Amount (Peso) (US $) 3,000.00 0.00 35,750.00 0.00 38,750.00 0.00 Total Amount Total Amount (Peso) (US $) 174.63 0.00 588.37 0.00 763.00 0.00
6.97 109.45 0.63 Day
Eqpt.Day 0.17 -
0.00 #N/A
0.87 -
Unit Price (Peso) 400.00 -
40.00
Unit Price (US $)
Total Amount Total Amount (Peso) (US $) 348.56 0.00 348.56 0.00 0.00
0.00
Gasoline Lubricant
0.00 #N/A 0.00 #N/A
54.00 142.00
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT 1.) 2.) 3.)
Consumables
Qty
20%
Unit 1.00 lot
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
0.00 0.00 0.00 348.56
31.25 Unit Price (Peso) 7,972.31
0.00 Unit Price (US $)
714.75
0.00
4,288.50
0.00
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : PLASTERING QUANTITY : 1.00 m2 1.00 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
---
LABOR PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Man
Utiliza tion 100% 100% -
Leadman 1.00 Mason 5.00 0 0 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Gasoline Lubricant Utiliza Diesel (Ltr) No. COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 5.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day 0.03 0.03 -
0.03 0.13 -
1.) 2.) 3.)
Consumables
20%
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost
7,972.31
0.00
47,833.88
0.00
148.50 Daily Rate (Peso) 1,002.00 844.00 -
0.00 Daily Rate (US $)
130.55
0.00
40.00 m2 / day 100 % 40.00 m2 / day 0.03 days 5.00 m2 Total Amount (Peso) (US $) 103.50 0.00 45.00 0.00 0.00 0.00 0.00 0.00 148.50 0.00 Total Amount Total Amount (Peso) (US $) 25.05 0.00 105.50 0.00 130.55 0.00
1.20 108.79 1.20 Day
Eqpt.Day 0.03 -
0.13 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
Total Amount Total Amount (Peso) (US $) 7,972.31 0.00
1,899.04 1993.9921777417 351.8809725427 2345.8731502844 TOTAL: 2627.3779283185
-
Manday
0.00
4,220.09 4431.093728315 781.9577167615 TOTAL: 5213.0514450764
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.03 Output per Hour: Qty Unit Unit Price (Peso) (US $) 0.45 bag 230.00 0.05 cu.m 900.00 0.11 pcs. 2.00 pcs. -
Cement Sand Masonry Putty Sandpaper 0 0 0 0 Material Cost Material Cost per Unit
0.00 0.00
Qty
Unit 1.00 lot
Unit Price (Peso) 400.00 -
Unit Price (US $)
40.00 54.00 142.00
Total Amount Total Amount (Peso) (US $) 50.00 0.00 50.00 0.00 0.00 0.00 0.00 0.00 50.00
50.00 Unit Price (Peso) 65.81
0.00 Unit Price (US $)
65.81
0.00
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 65.81 0.00
65.81
0.00
394.86
0.00
Direct Cost per Unit
394.86
0.00
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT TOTAL:
264.31 277.5255 48.9750882353 326.5005882353
TOTAL:
130.55 137.0775 24.1901470588 161.2676470588 180.6197647059
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : 150mm CHB Wall QUANTITY : 1.00 m2 1.00 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
CHB 150mm thk, 700psi Cement Sand Rebars, Grade 60 (kg) 0 0 0 0 Material Cost Material Cost per Unit LABOR PRICE COMPONENT
1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.03 Output per Hour: Qty Unit Unit Price (Peso) (US $) 13.00 pcs. 27.00 0.76 bag 250.00 0.08 m3 750.00 3.55 kg 26.60 ---
Man
Utiliza tion 100% 100% 100% 100% -
Foreman 0.00 Leadman 1.00 Mason 5.00 Unskilled (Helper) 2.00 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Gasoline Lubricant Utiliza Diesel (Ltr) No. COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 5.00 100% Scafolding 0.00 0.00 0.00 3.00 100% 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day
-
Manday 0.03 0.03 0.03 0.03 -
0.00 0.03 0.13 0.05 -
1.) 2.) 3.)
Consumables
10%
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
0.00 Daily Rate (US $)
170.50
0.00
Total Amount Total Amount (Peso) (US $) 0.00 0.00 25.05 0.00 105.50 0.00 39.95 0.00 170.50 0.00
1.60 106.56 1.60 Day
Eqpt.Day 0.03 0.03 -
0.13 0.08 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
698.53 Daily Rate (Peso) 1,039.00 1,002.00 844.00 799.00 -
40.00 m2 / day 100 % 40.00 m2 / day 0.03 days 5.00 m2 Total Amount (Peso) (US $) 351.00 0.00 189.75 0.00 63.30 0.00 94.48 0.00 698.53 0.00
Qty
Unit 1.00 lot
Unit Price (Peso) 400.00 10,400.00 -
Unit Price (US $)
40.00 54.00 142.00
Total Amount Total Amount (Peso) (US $) 50.00 0.00 780.00 0.00 830.00 0.00 0.00 0.00 0.00 0.00 830.00
830.00 Unit Price (Peso) 169.90
0.00 Unit Price (US $)
169.90
0.00
1,868.94
0.00
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT TOTAL: LABOR: COST CONTINGENCY OVERHEAD & PROFIT
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 169.90 0.00
169.90
0.00
1,868.94
0.00
1,698.44 1783.358346 314.7102963529 2098.068642353
170.50 179.025 31.5926470588 210.6176470588
TOTAL: Target Work Rate : Working Percentage Under Adverse Condition : Adjusted Work Rate : Schedule No.of Days to Complete : 0.33 Output per Hour: Qty Unit Unit Price (Peso) (US $) 0.08 ft 600.00 0.00 0.00 0.00 -
DETAILED UNIT PRICE FWBS COD : DESCRIPTI : Door Jamb QUANTITY : 1.00 bd.ft 1.00 WHR/DAY : 8.00 hrs. MATERIAL PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
2" x 4" Tanguile Wood 0 0 0 0 0 0 0 Material Cost Material Cost per Unit
---
LABOR PRICE COMPONENT 1.) 2.) 3.) 4.) 5.) 6.) 7.) 8.)
1.) 2.) 3.) 4.) 5.) 6.)
Man
Utiliza tion 100% 100% 100% 100% -
Foreman 0.00 Leadman 0.00 Carpenter 2.00 Unskilled (Helper) 1.00 0 0 0 0 Labor Cost Labor Cost per Unit Total Man-Hour Labor Cost per Man-Hour Work Rate Man-Hour/Unit EQUIPMENT PRICE Lubricant No. Utiliza Diesel (Ltr) Gasoline COMPONENT (Ltr) (Ltr) tion Hand Tools 0.00 0.00 0.00 5.00 100% 0 0 0 0 0 Total 0.00 0.00 0.00 PETROLEUM, GASOLINE & LUBRICANT Diesel Fuel Gasoline Lubricant
Day
-
Manday 0.33 0.33 0.33 0.33 -
0.00 0.00 0.66 0.33 -
1.) 2.) 3.)
Consumables
10%
Miscellaneous Cost Miscellaneous Cost per Unit Direct Cost Direct Cost per Unit
0.00 Daily Rate (US $)
826.80
0.00
Total Amount Total Amount (Peso) (US $) 0.00 0.00 0.00 0.00 561.17 0.00 265.63 0.00 826.80 0.00
7.98 103.63 7.98 Day
Eqpt.Day 0.33 -
1.66 -
0.00 #N/A 0.00 #N/A 0.00 #N/A
Equipment Cost Equipment Cost per Unit MISCELLANEOUS PRICE COMPONENT
50.00 Daily Rate (Peso) 1,039.00 1,002.00 844.00 799.00 -
235.8917647059 3.01 bd.ft / day 100 % 3.01 bd.ft / day 0.33 days 0.38 bd.ft Total Amount (Peso) (US $) 50.00 0.00 50.00 0.00
Qty
Unit 1.00 lot
Unit Price (Peso) 400.00 -
Unit Price (US $)
40.00 54.00 142.00
Total Amount Total Amount (Peso) (US $) 664.89 0.00 664.89 0.00 0.00 0.00 0.00 0.00 664.89
664.89 Unit Price (Peso) 154.17
0.00 Unit Price (US $)
154.17
0.00
1,695.86
0.00
MATERIALS: COST CONTINGENCY OVERHEAD & PROFIT
LABOR: COST CONTINGENCY OVERHEAD & PROFIT
0.00 0.00 0.00 0.00
Total Amount Total Amount (Peso) (US $) 154.17 0.00
154.17
0.00
1,695.86
0.00
869.06 912.515625 161.0321691176 TOTAL: 1073.5477941177
826.80 868.1349734043 153.2002894243 1021.3352628285 TOTAL: 1143.895494368
Material Reference Cost Item
MATERIALS
SPECIFICATIONS
FUEL Diesel Fuel Gasoline Lubricant CONSUMABLES Concrete Nails CW Nails G.I. Tie Wire #16 G.I. Tie Wire #18 Body Filler with Hardener Nylon String AGGREGATES Sand S1 Gravel 1 Gravel 3/4 Crushed Aggregate Base Course Aggregate Sub-Base Course Base Course. Sub-Base Course. Borrow Fill
Including spreading
Lastillas Base Coarse Base Coarse (t=150 mm) Sub-base Coarse Termicide (Hometrek) ROOFING and CLADDING Spandek Spandekcurve Megadek100 Panel Rib Stainless Exposed Gutter Rockwool Board Type (50mm thk) DN Twin Hi-Rib 950 DN Twin Hi-Rib 950 Curve
for soil poisoning 0.60mm x 1.133m x LS 0.60mm x 1.133m x LS 0.60mm x 0.945m x LS 0.60mm x 1.212m x LS 0.60mm x 0.610/1.22m x 2.44m (50kg/m3) 0.6m x 1.2m w/ foil one side 0.60mm x 1.05m x LS 0.60mm x 1.05m x LS
DN Super Hi-Rib 50-Wave Rockwool Insulation (50kg) 50mm DN Hi-Rib 1030 Stainless Box Gutter End Flashing Flashing CONCRETE PRODUCTS Lean Concrete, 1000 Psi RMC, 1500psi @ 28 days, OD, 3/4 RMC, 1500psi @ 28 days, OD, G1 RMC, 1500psi @ 28 days, PCD, 3/4 RMC, 2000psi @ 28 days, OD, G1 RMC, 2000psi @ 28 days, PCD, 3/4 RMC, 2000psi @ 28 days, PCD, G1 RMC, 2500psi @ 28 days, OD, G1 RMC, 2500psi @ 28 days, PCD, G1 RMC, 3000psi @ 28 days, OD, G1 RMC, 3000psi @ 28 days, OD, 3/4" RMC, 3000psi @ 28 days, PCD, 3/4" RMC, 3500psi @ 14 days, OD, 3/4" RMC, 3500psi @ 28 days, PCD, 3/4" RMC, 4000psi @ 28 days, OD, G1 RMC, 4000psi @ 28 days, OD, 3/4" RMC, 4000psi @ 28 days, PCD, 3/4" RMC, 4000psi @ 28 days, PCD, 3/4" RMC, 4500psi @ 28 days, PCD, 3/4" RMC, 5000psi @ 28 days, PCD, 3/4" RMC, 3000psi @ 14 days, OD, G1 RMC, 3000psi @ 14 days, OD, 3/4" RMC, 3000psi @ 14 days, PCD, 3/4" RMC, 3000psi @ 7 days, OD, G1 RMC, 3000psi @ 7 days, OD, 3/4" RMC, 3000psi @ 7 days, PCD, 3/4" RMC, 4000psi @ 7 days, OD, G1 RMC, 4000psi @ 7 days, OD, 3/4" RMC, 4000psi @ 7 days, PCD, 3/4" RMC, 6000psi @ 28 days, OD, 3/4" RMC, 6000psi @ 28 days, PCD, 3/4" Mortar Mortar 40mm thk Mortar 20mm thk
550psiF @ 28days Holcim Portland Cement (40kg/bag) Lafarge Portland Cement (40kg/bag) Republic Portland Cement (40kg/bag)
Portland Cement (40kg/bag)
0.60mm x 1.05m x LS (50kg) 50mm x 0.60m x 5.0m 0.55mm x 1.090m x LS 0.60mm x 1.22m x 2.44m 0.65mm x 1.22m x 2.44m 0.65mm x 0.915m x 2.44m
Portlant Cement (per ton) Curing Compound ASPHALT MATERIALS Asphalt Sand 50mm thk Asphalt Filler Ready Mix Asphalt Concrete Asphalt Asphalt Primer Tack Coat Asphalt Liquid Asphalt Bitumen Asphalt paint MASONRY MATERIALS CHB 150mm thk, 700psi CHB 100mm thk, 700psi CHB 150mm thk, 1100psi CHB 100mm thk, 1100psi Louver Blocks (5in x 6in x 12) CHB 100mm thk, 400 psi CHB 150mm thk, 400 psi CHB 100mm thk, 700 psi CHB 150mm thk, 700 psi Plasterbond Mortar Screed Mortar Screed 40mm thick Skimcoat 20kg/bag Gray Color (Formex Brand) Skimcoat 20kg/bag White Color (Formex Brand) Skimcoat (ABC Brand) Floor Hardener (Paint Type or Spray Type) Floor Hardener (Liquid Type) Floor Hardener Non-Metallic 25kg/bag Metal Lath 1/4"x1/2", B.I. Metal Lath 1/4"x1/2", G.I. Brick (Thickness = 125mm) Brick (Thickness = 250mm) Concrete Block (Thickness = 150mm) Concrete Hollow Block 6" Load Bearing, 2000psi REINFORCING STEEL BARS Rebars, Grade 40 (kg) Delivery Cost: Rebars, Grade 40 (kg) Rebars, Grade 40 (ton) Rebars, Grade 60 (kg) Delivery Cost: Rebars, Grade 60 (kg) Rebars, Grade 60 (ton) Welded Wire Fabric, 100x100x4.5 Welded Wire Fabric, 100x100x6 Welded Wire Fabric ASTM A185 Welded Wire Fabric
Cold Mix
Strecher Block Strecher Block Strecher Block Strecher Block Load Bearing Load Bearing Load Bearing Load Bearing
Teknifloor LDP, 20liters per pail silicon carbide & aluminum oxide aggregates 27"x96"/sheet
1.8mx6m, 100x100x4.5 1.8mx6m, 100x100x6 D6 X 100 X 100 D6 X 100 X 100
Plain Round Bar ASTM A36 STRUCTURAL STEEL Metal Decking 1.6mm thk DN Steel Deck 3 Metal Decking 1.2mm thk DN Steel Deck 5 Delivery Cost: Metal Decking 1.2mm thk DN Steel Deck 5 Acoustic Boards, 60cm x 60 cm x 12mm thk Metal Wall Angle T-Runner Cross Tee 4ft T-Runner Cross Tee 2ft T-Runner Main Tee Boysen Flat Latex White 701 Permacoat Gypsum Putty Mesh Wire
Steel Painting - Boysen Aqua Epoxy per ton Steel Painting - Boysen Aqua Epoxy per kg Reflectorized Traffic Paint Steel Painting Painting on inerior walls Painting on exterior walls Steel Grating Cover 25mm thk Steel (Raw material) Delivery Cost: Steel (Raw material) Steel Galvanizing Ladder steps Steel Louvers Bars Flat Bar Angle Bar L-25mm x 25mm x 5mm x 6m L-50mm x 50mm x 4mm x 6m L-50mm x 50mm x 5mm x 6m L-50mm x 50mm x 6mm x 6m L-75mm x 75mm x 6mm x 6m L-100mm x 100mm x 8mm x 6m Plain Round Bar 12mm x 6m Square Tubes BI Square Tube 25mm x 25mm x 2mm x 6m BI Square Tube 100mm x 100mm x 3mm x 6m Square Tubes Plates Checkered Plates Checkered Plate 5mm x 4' x 8' Checkered Plate 6mm x 4' x 8'
2 coats Yellow or Black on Black Iron pipe
L-65x65x6 Hot Dip Galvanized
MS Plates MS Plate 25mm x 4' x 8' MS Plate 22mm x 4' x 8' MS Plate 20mm x 6' x 20' MS Plate 20mm x 4' x 8' MS Plate 9mm x 4' x 8' MS Plate 6mm x 4' x 8' MS Plate 5mm x 4' x 8' CS Plate MS Plate LC Shapes (C-Purlins) LC-75mm x 35mm x 15mm x 2mm x 6m LC-100mm x 50mm x 15mm x 2mm x 6m LC-100mm x 50mm x 15mm x 2.5mm x 6m LC-150mm x 50mm x 12mm x 2mm x 6m LC-150mm x 50mm x 18mm x 3mm x 6m LC-150mm x 50mm x 20mm x 2mm x 6m LC-200mm x 75mm x 20mm x 2mm x 6m LC-200mm x 75mm x 20mm x 3.2mm x 6m LC-200mm x 75mm x 20mm x 3.5mm x 6m Channels C100 x 10.8 C100 x 9.36 C100 x 10.0 H-Beams H-Beam 300x300x6.5x9 L=6m H-Beam 300x300x9.9x15.3x65lbs., L=12m BH Beams, 250x 81.17 x 12m BH Beams, 300 x 115 x 12m BH Beams, 250 x 67 x 12m MS Bolt Backing Plate Stopper Plate Stagging Shear Plate ASTM A325 heavy hex structural bolt Hook and eye Turnbuckle,G.I.( 5/8 , 10" )
Expansion Anchor/Sleeve Anchor (HILTI) Chemical Anchor System (HILTI) Anchor Rod HAS-E M16x125/38 Injectable Mortar RE-500 330ML Dispenser MD2000 Kit Floor Grating 3 x 32 Checkered Plate Cover 4.5mm thick
C4 x 7.25 C4 x 6.28 C5 x 6.7
HLC-H 16x60/10
Chain Link Fence (2.7mm x 10ftx 10m) G.I. Pipe 50mm Sched 20 x 3m FB 25mm x 3mm x 3m G.I. Pipe 65mm Sched 20 x 3m G.I. Pipe 65mm Sched 20 MS Plate 10mm thick B.I. Square Tube 2" x 2" x 6m Dyna Bolt 1/2" x 4"
4' x 8'
Type II Sheet Pile 400 x 100 x 10.5 x 4.8kgs/m x 12m Stainless Steel Plate SUS 313 BOARDS Ordinary Plywood 1/4" Ordinary Plywood 1/2" Phenolic Board 3/4" Phenolic Board 3/4" "Wright" Steel Forms Form Oil WOOD Good Lumber ROOFING Polycarbonate Panel, 6mm thick Pre-painted Panel, 0.6mm thk 0.6 x 1.099 x ls Rockwool blanket Insulation, 50mm thk w/ one side foil, 1.2m x 5m - 50kg Ridge Roll 0.6mm x 0.457m x 2.44m End Flashing 1 0.6mm x 0.610m x 2.44m Spanish Gutter 0.6mm x 0.610m x 2.44m Stainless Gutter 0.60 x 1.22 x ls Wiremesh for roofing Eaves Gutter (PVC) 0.6 x 1.22 x 2.44 Fiberglass Reinforced Plastic (FRP) Sheet Sandwich Panel (Roof) Sandwich Panel (Wall) Glass/Rock Wool Insulation 50mm thick Single Skin Steel Sheet (UPR-250, 0.6mm pre-painted G.I.) DN Hi-rib Galvalume Pre-painted G.I. Plain Sheet Pre Painted White Ga.24, 4' x 8' Metal Capping Roof Ventilator (Natural Type) INSULATION Polystyrene Board Extruded Polystyrene Insulation Board 50mm thk 4' x 8' per board CEILING 2' x 2' Acoustic Ceiling , Fine Fissured 2' x 2' x 5/8" Lay-i on Baked White CMT T-Runner Err:509 2' x 2' Acoustic Ceiling, Optra FG 2' x 2' x 15mm Lay-in on Baked White CMT T-Runner Err:509 Knauf 12mm thk M.R. Gypsum FLAT CEILING on Metal Furring Err:509 Knauf 15mm thk Reg. Gypsum FLAT CEILING on Metal Furring
Suspended Ceiling, Acoustic Panel Armstrong Fine Fissured Acoustic Board 2 x x4 Suspended Ceiling, Acoustic Panel /m2 Armstrong Fine Fissured Acoustic Board 2 x x4 PVC Laminated Fiber Ceiling Board w backing foil and powder coated aluminum t-runner Delivery Cost: PVC Laminated Fiber Ceiling Board w backing foil and powder coated aluminum t-runner Aluminum T-runners, Acoustic Panel Main Tee Runner, 24mm x 38mm x 12 ft WALL Ficemboard 6mm x 4' x 8' Ficemboard 9mm x 4' x 8' Drywall on metal frame, Ficem Board PAINTING Mirror finish Polished concrete finish Painting on Wood Glazing Putty Davies, 4L Interior Wood Primer Davies, 16L Enamel High Gloss Davies, 4L
Painting on Metal
Chugoku LZI Primer HB (2-coats) Chugoku Evamarine Finish (2-coats) Chugoku Marine Thinner
Primer Topcoat
Chugoku Epicon Thinner Chugoku Urethane Thinner Boysen Red Oxide Primer Epoxy Enamel White (Boysen) Epoxy Enamel Royal Blue (Boysen) Epoxy Enamel Black (Boysen) Epoxy Reducer (Boysen) Epoxy Paint Boysen Epoxy Primier 2200 Boysen Acqua Epoxy 2900 Boysen Epoxy Reducer 55 Chugoku Epicon C-100 U/C (1-coat) Chugoku Unymarine #300 (2-coats) Chugoku Epoxy Thinner A Chugoku Urethane Thinner
Painting on Board/Mortar Concrete Neutralizer Elastogel Putty White Elastogel Sealer Elastogel Sheen
Primer Topcoat
Davies Davies Davies Davies
Painting on Concrete Megacryl Concrete Primer Megacryl Concrete Putty White Megacryl Concrete Flat Latex White Megacryl Concrete Top coat
Davies,16L Davies,16L Davies,16L Davies,16L
Boysen Acrytex Primier 1705 Boysen Acrytex Cast 1711 Boysen Wallguard 5715 Boysen Acrytex Reducer 1750
Painting on Concrete (Special PaInt) Keramifloor White with Hardener Keramifloor Reducer Keramifloor Top Coat
Davies Davies Davies
Epoxy Tank Coating Chugoku Epicon T-500 Gray Primer Chugoku Epicon T-500 White Intermediate Chugoku Epicon T-500 White Topcoat Chugoku Epicon Thinner Reducer SEALANT Polyurethane Sealant Polyurethane Sealant / m3 Silicon Sealant WATERPROOFING Greenseal 201 Flexible Greenseal 5000 P.U Liquid Membrane Bentonite Waterstop 4mm Torch Membrane Capillary Waterproofing Asphalt Membrane Waterproofing 3mm sanded Polybond Waterproofing Fluid Applied Cementitious Waterproofing SPARK PVC Waterstop Waterstop w/ Centerbulb-6” x 3/16” Waterstop w/ Centerbulb-6” x 1/4” Waterstop w/ Centerbulb-6” x 3/16” Waterstop w/ Centerbulb-6” x 1/4” PVC Waterstop 8"x1/4"thk Waterplug (Hyrdraulic Cement) Metal Waterstop (Copper) Waterproof Mortar VAPOR BARRIER Polyethylene Sheet 6mils (roll)
Paintable, Bostik, 600ml/tube Paintable, Silwell for Toilet for Roofdeck 140 mils Greenseal 200 Capillary Terragum A 3mm
Corrugated fin type Corrugated fin type Dumbell type Dumbell type 1 roll = 15.24m
0.15mm thick
Polyethylene Sheet 6mils Polyethylene Sheet 8mils HDPE Liner, Smooth, 2.0mm thk Delivery Cost: HDPE Liner, Smooth, 2.0mm thk HDPE Poly Lock HDPE 2.5mm HDPE High Density Polyethylene Sheet Polythene Sheet t=0.25mm JOINTS RC Expansion Joint Filler (KORK-FILL) 10mm RC Expansion Joint Filler (KORK-FILL) 12mm RC Expansion Joint Filler (KORK-FILL) 20mm RC Expansion Joint Filler (KORK-FILL) 25mm Asphalt Cold Mix 25kgs/bag Slip Bar d=22mm x 400mm Steel Pipe d=25mm
0.15mm thick 0.20mm thick 1 roll = 7m x 105m
2mm thick, 1.2m x 100mm 2mm thick 0.25mm thick 3'x10' per sheet 3'x10' per sheet 3'x10' per sheet 3'x10' per sheet
Epoxy Paint Flooring Megashield XSF 684/590 Surface Tolerant Gray Megashield XTL549/570 Epoxy Finish Green Thinner Epoxy GTA 220 FIRE PROOFING Fire Proofing Material Fire Proofing Coating Calcium Silicate Board Fire Proof Rock Wool with Metal Sheet Jacket Fireproof Mortar Fireproof Cement PIPES PVC PIPES PVC Pipe d=50mm x 3.0m PVC Pipe d=100mm x 3.0m PVC Pipe d=150mm x 3.0m PVC Pipe d=200mm x 3.0m PVC Solvent 400cc G.I. pipe G.I. Pipe, 6" x 6m, Sch. 40 (Std.) G.I. Pipe, 2" x 6m, Sch. 40 (Std.) G.I. Pipe, 1-1/2" x 6m, Sch. 40 (Std.) G.I. Pipe, 1-1/4" x 6m, Sch. 40 (Std.) G.I. Pipe, 1" x 6m, Sch. 40 (Std.) G.I. Pipe, 3/4" x 6m, Sch. 40 (Std.) G.I. Pipe 1/2" x 6m, S-40, Standard
B.I. PIPES
for structural steel for structural steel
40kg/bar
B.I. Pipe 4" x 6m, S-40 Standard 100mmØ B.I. Pipe B.I. Pipe 2" x 6m, S-40 Standard
STEEL PIPES Galvanized Steel d=150mm x 6m Aluminum Steel Piipe d=150mm x 6m CAST-IRON PIPE Cast Iron (Inside D=100mm) x 6m Cast Iron (Inside D=200mm) x 6m Cast Iron (Inside D=300mm) x 6m WEBFORGE Webforge Stair Treads Bolts M10 STAINLESS STEEL PIPES STAINLESS PIPES, 6", SS304 Seamless Sch 40 Type 304, 2'' Seamless Sch 40 Type 304, 1 1/2'' Seamless Sch 40 Type 304, 1'' RC PIPES RCP Class A, 3000psi, 300mm x 1.0m RCP Class A, 3000psi, 450mm x 1.0m RCP Class A, 3000psi, 600mm x 1.0m RCP Class A, 3000psi, 750mm x 1.0m RCP Class A, 3000psi, 900mm x 1.0m RCP Class A, 3000psi, 1050mm x 1.0m RCP Class A, 3000psi, 1200mm x 1.0m RCP Class A, 3000psi, 1350mm x 1.0m RCP Class A, 3000psi, 1500mm x 1.0m RCP Class A, 3000psi, 1800mm x 1.0m
GEOTEXTILE Geotextile Fabric Nonwoven 4mx140m/roll TILING WORKS 600x600 Homogenous Tiles (Mozaico) 600x600 Homogenous Tiles 300x300 Vitrified Unglazed tile 300x300 Vitrified Glazed tile Sikafloor 3 QuartsTop Ceramic Unglazed Floor Tiles 20x20 Ceramic Floor Tiles 30x30 Delivery Cost: Ceramic Floor Tiles 30x30 Ceramic Glazed Wall Tiles 20x30 Ceramic Glazed Wall Tiles 15x15
6'' x 20'
polyester, 200g/m2, Maccaferri MacTex Geotextile, MXL50
Luxurio by Mariwasa Maskara white Romana white 12 x 12 by Mariwasa
Delivery Cost: Ceramic Glazed Wall Tiles 15x15 Ceramic Glazed Wall Tiles 30x30 Ceramic Tile Adhesive (ABC Brand), 25kg/bag Ceramic Tile Grout (ABC Brand), 2kg/bag Tile Adhesive (ABC Brand), 25kg/bag Tile Grout (ABC Brand), 2kg/bag Terrazzo Tiles PVC Tiles 3mm X 300 X 300 PVC Tiles Adhesive Carpet Tiles 500x500x7mm Carpet Tiles Adhesive Tile Spacer RAISED FLOOR 600mm x 600mm x 35mmthk panel, 100mm pedestal 600mm x 600mm x 35mmthk panel, 600mm pedestal
Floor
DCHX-HPL-FS800B panel DCHX-HPL-FS800B panel
WALL BOARDS Knauf 12mm thk Reg.Gypsum Board DOUBLE WALL on metal studs Framing : STUDS ( Vertical ) - 102mm @ (16") 0.40m.o.c. TRACKS ( Horizontal ) - 102mm @ Bottom, Top & 2.40 M. Fasteners : Frames to Concrete : 1" conc. Nail @ 300mm.o.c.
Gypsum Plaster Board 12mm Calcium Silicate Board 12mm PVC Baseboard 100mm Toilet Partition (Steel framed hollow PVC sheet panel) Autoclaved Lightwieght Concrete (ALC) Board Furring Hanger Rod, 10mm DOOR, HARDWARE, AND ACCESSORIES
44mm thk Metro Fire Rated Steel Door, Ga 18 G.I. Door panel Insulation: Rockwool Jamb: Ga 16 G.I. Double Rabbet Jamb (50mm x 150mm) Finish: Epoxy Primer Steel Door 2.1m x 1.0m Plain type UL Rated Steel Door 2.1m x 0.9m (with glass prov.) Non-UL Steel Door 2.1m x 0.7m with bottom louver UL Rated Steel Door 2.1m x 2.0m Plain type UL Rated Steel Door 2.4m x 1.2m with top&bottom louver Non-UL Steel Door 2.4m x 0.9 with top&bottom louver Non-UL Steel Door 3.0m x 2.0m with bottom louver Non-UL Steel Door 2.1m x 0.8m Plain type UL Rated Steel Door 2.1m x 0.8m with bottom louver UL Rated Steel Louver Door 2.1m x 2.0m 44mm thk Metro Steel Fully Louver Door, Ga 18 G.I. Door panel Motor Operated Roll-up Door, Ga 18 Galvanized Aluminum (Galvalume)
Motor Operated Door 4.5m x 3.0m Motor Operated Door 4.5m x 4.0m Motor Operated Door 4.5m x 4.5m Motorized Sectional Doors
Using SV 240 (1/3 hp) 400kgs motor Using SV 250 (1/2 hp) 500kgs motor Using SV 250 (1/2 hp) 500kgs motor
Includes: Standard ribs, RAL9003, stucco finish panels Vertical lift track Cable safety device Safety edge 3 windows 3000W x 4500H Using 220Volts, single phase power motor Motor Operated Galvalum Roll-up Door w/ fiber glass insulation and GALV black cover plate Motor Operated Galvalum Roll up Door, 3.0m x 4.5m Using 220Volts, single phase power motor Motor Operated Galvalum Roll up Door, 4.0m x 4.5m Using 220Volts, single phase power motor Motor Operated Galvalum Roll up Door, 4.5m x 4.5m Using 220Volts, single phase power motor Steel Fixed Louver Window using Galv Z louver blades (75/125), Glav mullion on Galv channel Steel fixed louver, 1.0m L x 1.7m H frame (100/50) Steel fixed louver, 1.0m L x 0.9m H Steel fixed louve, 4000mm (W) x 1200mm (H) DOOR HARWARE Panic Device Hager Butt Hinge (2BB) Hager Butt Hinge (4BB) Toyo Lever Lockset Toyo Cylindrical Deadbolt Toyo Door Closer Flushbolt Stainless pull handle Door Stopper
using Galv Z louver blades (75/125), Glav mullion on Galv channel frame (100/50) using Galv Z louver blades (75/125), Glav mullion on Galv channel frame (100/50)
US26D
Aluminum Door Paint on Steel Sliding window w/ 6mm thk clear glass Fixed window w/ 6mm thk clear glass Awning window w/ 6mm thk clear glass 6mm thk clear glass
Powder coated frame Powder coated frame Powder coated frame
Metal Flush door 0.9m x 2.1m plain type Using #18GI panel, 44mm thk with honeycomb insulation on #16 (97mm Steel Fire Door 0.9m x 2.1m Using #18 panel, #16 jamb, 45mm thk door, GALV panel with honey Delivery Cost: Steel Fire Door 0.9m x 2.1m Toyo Butt Hinge 4-1/2"x4"x3.4mm painted with 2 ball bearing (2BB) Toyo cylindrical knob Lockset SS Finish 70mm backset, UL listed,(F300SS) w ANSI striker plate Toyo Door Closer (UL listed) Surface mounted door closer Silver Color 1.2m x 2.4m Steel Door GA 18 GI Panel GA 16 single rabet Jamb PVC Single Leaf Door with bottom louver, 0.9x2.1 Toilet Door Door Closer Yale 3025
Mortise Lever Lockset Cylindrical Lever Lockset Lockset Cyindrical Knob Type Lockset Dead Bolt Flushbolt Wooden Solid Panel Doors, 1000x2100, w/ 2"x5" wooden jamb SCHLAGE AL50PD SATURN US26D Cylindrical Lockset SCHLAGE B661P US26D DEADBOLT HAGER 282D FLUSH BOLT IVES DOOR STOPPE DOME TYPE FS436 HAGER 5300 ALUMINUM FINISH DOOR CLOSER SURFACE MOUNTED Wooden Flush Door with frame Steel Door Steel Hanger Door Aluminum Door Fire Resistant Steel Door Rolling Shutter (Manual) Rolling Shutter (Motor Driven) Roll Up door Motor Operated 3/4hp (7mW x 5mH) Motor Operated Galvalum Roll Up Door (7mW x 5mH) Using 220vlots, single phase power motor Delivery Cost: Motor Operated Galvalum Roll Up Door (7mW x 5mH) Steel Window Aluminum Window
Aluminum powder-coated frame fixed window w/ 6mm thk clear glass Delivery Cost: Aluminum powder-coated frame fixed window w/ 6mm thk clear glass Steel Louver Aluminum Louver Clear Glass 3.0mm Figured Glass 4.0mm Wired Glass 6.8mm Venetian Blinds Horizontal Electrical Sliding Gate (Steel) 4m x 2m Truck Gate (Steel) 4m x 2m Personal Gate (For Fence) 1.5m x 2m METAL AND PLASTIC WORKS Floor Drain Brass floor drain 2''Ø JAMAN Products Floor Drain d=6" JPI-127 Roof Drain METMA Roof Drain d=4", M-250A Metal Coping Metal Lath Light Gauge Steel Frame Backing .6mm x 76mm x 3m Cast Iron Manhole, heavy-duty, seal type, d=600mm Barbed Wire (165m/roll) Galvanized Barbed Wire (6mm Dia.) Hot Dipped Cyclone Wire 2" 7' x 10m (2.7mm) PVC Light Green
Hot Dipped Cyclone Wire 2"/m2 Roof Ventilator Screen Mesh Aluminum Finish Stainless Insect Screen Stainless Flat Bar 3mm x 1" Stainless Angle Bar 3mm x 1" x 1" x 6m Steel Gate Gypsum Screw
7' x 10m (2.7mm) PVC Light Green 48" standard width x 100 linear feet 6m L
MISCELLANEOUS Galvanized Steel Sheet T=0.6mm Welding Rod Non-Shrink Grout Lithium Silicate Finish Coat Chemical Resistant Resin Lining (Vinylester)
Turfing / Sodding Carabao Grass with 30mm Topsoil Organic Fertilizer Coco Coir Mix Clay Lining Sodium Bentonite (Clay Lining)
FOR PRICING Brick roof Delivery Cost: Brick roof
Sandwich Panel 75mm PUR Delivery Cost: Sandwich Panel 75mm PUR
0.70mm/0.70mm x 1.056 x ls
Cladding for roof and facades type "sandwich" 100 mm
Corrugated Panel 0.70mm x 1.132m x ls Delivery Cost: Corrugated Panel Sandwich Panel 100mm PUR 0.60mm/0.60mm x 1.056m x ls Delivery Cost: Sandwich Panel 100mm PUR Isolation - Rockwool board type (60kg/m3) 3 Aluminum duct tape 50mmx41.15m Delivery Cost: Isolation - Rockwool board type (60kg/m3) 30mmx 0.60mx1.2m Acoustic tiles of mineral fiber (600 x 600 mm)
Anchor Bolt M20 - M24 x L1000, w/ nut & wasASTM A307 Grade A Anchor Bolt M27 x L1000, w/ nut & washers ASTM A307 Grade A Anchor Bolt M30 - M36 x L1000, w/ nut & wasASTM A307 Grade A A. Bolt 20mm Ø x L600 Delivery Cost: Anchor Bolt Pre-cast concrete kerbs, 17x28 cm section Delivery Cost: Pre-cast concrete kerbs, 17x28 cm section Precast concrete pit 63x63cm and 1m depth Forged Iron Cover 63x63cm Forged Iron Cover 63x63cm Forged Iron Cover 51x34cm Forged Iron Cover 1.1m Dia. Cast iron metal cover 40 x 60 600mm x 600mm
Welded w
Hollow Brick 1 ft thk Hollow Brick 1/2 ft thk Concrete block wall (40 x 20 x 20 cm)
Cyclone Net Fence and Door
Supply and install
Glavanized double twisted diamond wire mesh
50 mm G.I. Pipe Sched 40 (Galvanized) Delivery Cost: Cyclone Net Fence and Door PPGL Gutter PPGL
0.70mm x 1.22m x 2.4m, blind rivet, silicon sealant rubber, GI wire 0.70mm x 1.22m x 2.4m, blind rivet, silicon sealant rubber
Galvanized diameter 150 mm Downspout Holder Steel galvanized platforms (Grating) Delivery Cost: Steel galvanized platforms (Grating) PVC diameter 150 mm PVC diameter 75 mm PVC diameter 110 mm PVC diameter 160 mm PVC diameter 200 mm PVC diameter 250 mm PVC diameter 350 mm Diam. 75 mm HDPE pipe Diam. 90 mm HDPE pipe Diam. 200 mm HDPE pipe Diam. 315 mm HDPE pipe Diam. 400 mm HDPE pipe Diam. 600 mm HDPE pipe Diam. 300 mm RCP Diam. 400 mm RCP Diam. 600 mm RCP Warning Tape per roll Warning Tape per meter 4.5mm thk Fiber Cement Board Metal STUDS 3.0m x 35mm x 76mm Metal TRACKS 3.0m x 35mm x 76mm Corner Beads Rondo P01x2.8m Screw 1" Tek Screw 1" Tek Screw 1 1/4" Jobscrew 12mm Blind Rivets 1/8" x 3/8" Concrete Nail 1" Jointing Compound (Powder) 20kg/Bag Mesh Tape 2" x 250 ft.
1 roll = 300m
35.19
Delivery Charge PHP (VAT Exclusive)
40.00 50.85 133.93
Other Charges
0.00 0.00 0.00
Testing Cost
Factor
1.00 1.06 1.06
Total
SUPPLIER
40.00 Coastal Shell 54.00 Coastal Shell 142.00 Coastal Shell 0.00 50.00 50.00 0.00 0.00 0.00
50.00 50.00
1.00 1.00
550.00 1,200.00 1,200.00 910.00 857.14 1,026.79 785.71 758.93 598.21
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.10 1.00 1.06 1.00 1.00 1.00 1.00 1.06 1.30 1.06 1.00
550.00 BMR Aggregates 1,200.00 Rock Gold 1,200.00 Rock Gold 910.00 857.00 Wil-co builders 1,027.00 Filcav 786.00 Wil-co builders 835.00 CDSS 598.00 CDSS 0.00 310.00 A. Macalindong 240.00 Wil-Co buildewrs 210.00 Macalima 382.00 Filcav 814.00 Monthly U/C Update 02-22-13 157.00 Monthly U/C Update 02-22-13 587.00 Monthly U/C Update 02-22-13 3,200.00
290.00 240.00 210.00 382.35 767.86 115.18 553.57 3,200.00
20.00
805.00 953.00 987.50 959.82
24.15 28.59 29.33 28.51
1.00 1.00 1.00 1.00
1,026.79
30.50
1.00
829.00 Philmetal 982.00 Philmetal 1,017.00 Philmetal 988.00 Philmetal Philmetal 1,057.00 Philmetal
856.25 942.86
32.22 35.48
1.00 1.00
888.00 DN Steel 978.00 DN Steel
5.76
1.00 1.00 1.00 1.00 1.00 1.00
948.00 DN Steel 587.00 DN Steel 854.00 DN Steel 1,946.00 DN Steel 866.00 DN Steel 973.00 DN Steel
1.00 1.00 1.00 1.00 1.00 1.00 1.10 1.10 1.10 1.10 1.00
3,562.50 3,651.79 4,600.00 4,151.79 5,410.71 4,482.14 3,437.50 3,616.07 3,839.29 3,651.79 3,830.36 4,098.21 4,026.79 4,232.14 4,482.14 5,640.00 5,650.00 3,500.00 140.00 70.00
1.00 1.00 1.10 1.10 1.10 1.10 1.15 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.06 1.10 1.10
3,100.00 3,800.00 Citicon 3,200.00 Holcim 3,350.00 Holcim 3,600.00 Holcim 3,750.00 Holcim 0.00 Monthly U/C Update 02-22-13 0.00 Monthly U/C Update 02-22-13 0.00 Monthly U/C Update 02-22-13 3,496.00 Monthly U/C Update 02-22-13 4,200.00 4,450.00 TEN-FOUR 4,286.00 0.00 Monthly U/C Update 02-22-13 3,919.00 Monthly U/C Update 02-22-13 4,017.00 Monthly U/C Update 02-22-13 5,060.00 TEN-FOUR 4,775.00 Monthly U/C Update 02-22-13 5,952.00 Kratos Triumph 4,930.00 Monthly U/C Update 02-22-13 3,781.00 Monthly U/C Update 02-22-13 3,978.00 Monthly U/C Update 02-22-13 4,223.00 Monthly U/C Update 02-22-13 4,017.00 Monthly U/C Update 02-22-13 4,213.00 Monthly U/C Update 02-22-13 4,508.00 Monthly U/C Update 02-22-13 4,429.00 Monthly U/C Update 02-22-13 4,655.00 Monthly U/C Update 02-22-13 4,930.00 Monthly U/C Update 02-22-13 5,640.00 June-13 5,650.00 June-13 3,710.00 Estimated per cu.m. 154.00 Estimated per cu.m. 77.00 Estimated per cu.m.
250.00 205.36 205.36
1.10 1.00 1.10 1.10
0.00 250.00 226.00 Monthly U/C Update 02-22-13 226.00 Monthly U/C Update 02-22-13
913.39 566.07 823.21 1,875.00 834.31 937.50
34.37 21.30 30.98 70.56 31.40 35.28
3,100.00 3,800.00 3,200.00 3,350.00 3,600.00 3,750.00
3,178.57 4,200.00 4,200.00 4,285.71
220
250.00
11.00
1.1
254
2,300.00
1.10 1.10
0.00 0.00
115.00
1.50 1.10 1.20 1.10 1.10 1.10 1.10 1.10 1.00
3,623.00 0.00 5,160.00 13,200.00 0.00 0.00 0.00 0.00 1,000.00 assumed
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
4,300.00 12,000.00
1,000.00 25.67 24.33 27.90 27.01 32.81 21.40 22.40 23.70 25.40
267.86 357.14
4,464.29 1,227.68 830.36 28.00 35.00
1.75
34.82 27.00 27,000.00 29.52 26,000.00 87.96 157.41 482.14 80,897.60
6.00 4.00 6,000.00 2.00 1.00 4.40 7.87
1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.50 1.06 1.06
27.00 Quality Star 25.00 Quality Star 29.00 Quality Star 28.00 Quality Star 34.00 Quality Star 23.00 Monthly U/C Update 02-22-13 24.00 Monthly U/C Update 02-22-13 25.00 Monthly U/C Update 02-22-13 27.00 Monthly U/C Update 02-22-13 0.00 0.00 0.00 284.00 New Moor 379.00 New Moor 0.00 0.00 4,732.00 1,301.00 RC New Chemical 880.00 New Moor 0.00 30.00 55.00 0.00 37.00
1.00 1.00 1.02 1.05 1.00 1.00 1.00 1.00 1.15 1.06
33.00 Capitol Steel 4.00 Capitol Steel 33,660.00 Monthly U/C Update 02-22-13 33.10 Steel Asia 1.00 Capitol Steel 26,000.00 92.00 Super Sonic 165.00 Super Sonic 554.00 85,751.00
37,301.00
35,190.00
1.06
1,246.07 766.50
1.10 1.25 1.25
1,371.00 958.00 Architecks 479.00 Architecks
72.10 22.19 25.00 12.50 75.00
1.05 1.05 1.05 1.05 1.05
76.00 Zamir 23.00 Zamir 26.00 Zamir 13.00 Zamir 79.00 Zamir
540.00 680.00 200.00
1.05 1.05 1.05
8,000.00 8.00 446.43 330.00 304.00 360.00 10,268.44 45.00
1.00 1.00 1.00 1.00 1.00 1.00 1.30 1.00 1.00 1.00 1.00 1.00
383.25
25.00 4,000.00 8,500.00
12.00 5.00
567.00 714.00 210.00
8,000.00 8.00 446.00 KIV Leister 330.00 304.00 360.00 13,349.00 45.00 12.00 30.00 4,000.00 8,500.00 0.00 0.00
35.98 31.89 31.42 31.43 34.66 38.22 35.19
1.06 1.06 1.06 1.06 1.06 1.06 1.06
38.00 Monthly U/C Update 02-22-13 34.00 Monthly U/C Update 02-22-13 33.00 Monthly U/C Update 02-22-13 33.00 Monthly U/C Update 02-22-13 37.00 Monthly U/C Update 02-22-13 41.00 Monthly U/C Update 02-22-13 37.00 Monthly U/C Update 02-22-13
47.71 58.83
1.06 1.06
51.00 Monthly U/C Update 02-22-13 62.00 Monthly U/C Update 02-22-13
32.70 33.04
1.06 1.06
35.00 Monthly U/C Update 02-22-13 35.00 Monthly U/C Update 02-22-13
32.00 Monthly U/C Update 02-22-13 32.00 Monthly U/C Update 02-22-13 31.00 Monthly U/C Update 02-22-13 32.00 Monthly U/C Update 02-22-13 30.00 Monthly U/C Update 02-22-13 30.00 Monthly U/C Update 02-22-13 30.00 Monthly U/C Update 02-22-13 0.00 34.00
29.92 29.92 29.49 29.91 28.11 28.10 28.11
1.06 1.06 1.06 1.06 1.06 1.06 1.06
32.08
1.06
34.61 30.43 37.65 32.17 35.21 32.19 31.83
1.06 1.06 1.06 1.06 1.06 1.06 1.06
32.16 40.62
1.06 1.00
37.00 Monthly U/C Update 02-22-13 32.00 Monthly U/C Update 02-22-13 40.00 Monthly U/C Update 02-22-13 34.00 Monthly U/C Update 02-22-13 37.00 Monthly U/C Update 02-22-13 34.00 Monthly U/C Update 02-22-13 34.00 Monthly U/C Update 02-22-13 34.00 Monthly U/C Update 02-22-13 41.00 Monthly U/C Update 02-22-13
32.70 33.04 34.23
1.06 1.06 1.06
35.00 Monthly U/C Update 02-22-13 35.00 Monthly U/C Update 02-22-13 36.00 Monthly U/C Update 02-22-13
30.00
1.00
205.00 68.20
1.06 1.06
4,200.00
1.00
2,275.00 5,900.00 8,999.00
1.00 1.00 1.00
3,620.00 4,160.00
1.10 1.10
0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 0.00 0.00 217.00 72.00 0.00 4,200.00 0.00 2,275.00 5,900.00 8,999.00 0.00 3,982.00 Ishida 4,576.00
3,571.43 1,008.93 187.50 1,540.18 513.39 6,607.14 3,616.07 18.75
3,929.00 1,110.00 206.00 1,694.00 593.00 7,268.00 3,978.00 21.00 0.00 29,779.00 51.00
27,072.00 47.66
1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.06
650.00 1,232.14 1,205.36
1.06 1.00 1.06
144.00
1.06
153.00
38.00
1.00
38.00
824.53 264.00 233.61 304.92 319.67 1,434.43 100.00 1,562.00 696.43 2,800.00 2,800.00 678.57 714.29 1,285.04 848.22 937.20 1,077.78
1.06 1.50 1.00 1.50 1.50 1.50 1.10 1.10 1.06 1.06 1.06 1.06 1.06 1.20 1.10 1.10 1.10 1.10
837.50
1.06
0.00 888.00 Thermac Insulation
1.00 1.00 1.00 1.00
592.00 World Home Depot Err:509 World Home Depot 373.00 World Home Depot 328.00 World Home Depot
493.00 959.11 338.84 298.25
25.67
98.60 Err:509 33.88 29.83
0.00 689.00 1,232.00 1,278.00 Igros Mktg
0.00 1,237.00 Dwight Steel 264.00 Dwight Steel 350.00 Dwight Steel 457.00 Dwight Steel 480.00 Dwight Steel 1,578.00 JRC 110.00 Thermac 1,656.00 738.00 2,968.00 Ultra Insulated Panel System Corp. 2,968.00 Ultra Insulated Panel System Corp. 719.00 857.00 1,414.00 933.00 1,031.00 1,186.00
216.00
1.00 1.25 1.10 1.10 1.00
475.00 825.00 2,376.00 238.00 216.00
550.00 900.00
1.10 1.10
605.00 990.00 0.00
900.00
1.00
466.07 1,772.32 535.71
1.10 1.10 1.10
650.00
1.10 1.05
650.00 360.00
1.05 1.05
0.00 683.00 Davies 683.00 Davies 378.00 Davies
440.00 550.00
1.10 1.10
484.00 605.00
475.00 659.72 2,160.00 216.00
900.00 Transcend Polished 0.00 513.00 1,950.00 589.00
500.00 1,075.00 870.00 915.00 480.00
25.00 53.75 43.50 45.75 24.00
1.05 1.05 1.05 1.05 1.05
551.00 1,185.00 959.00 1,009.00 529.00
790.00 1,245.00 480.00
79.00 124.50 48.00
1.10 1.10 1.10
956.00 1,506.00 581.00
1,200.00 1,800.00 480.00 600.00
1.05 1.05 1.05 1.05
1,260.00 Davies 1,890.00 Davies 504.00 Davies 630.00 Davies
414.00 578.00 499.00 885.00
1.10 1.10 1.10 1.10
455.00 636.00 549.00 974.00
1.10 1.10 1.10 1.10
1,890.00 1,111.00 2,105.00 2,739.00
1.05 1.05 1.05 1.05
865.00 507.00 827.00 447.00
1,480.00 600.00 1,450.00
1.10 1.10 1.10
1,628.00 660.00 1,595.00
1,200.00 1,200.00 1,200.00 440.00
1.10 1.10 1.10 1.10
1,320.00 1,320.00 1,320.00 484.00
276.79 461,309.52 116.07
1.06 1.15 1.06
420.00 590.00 280.00 650.00 400.00 491.67 850.00
1.00 1.00 1.00 1.00 1.00 1.06 1.06 1.06
350.00 460.00 350.00 470.00 8,150.34
1.00 1.00 1.00 1.00 1.06 1.06 1.06 1.06
350.00 Sparkton 460.00 Sparkton 350.00 Sparkton 470.00 Sparkton 8,639.00 0.00 0.00 0.00
8,714.00
1.10
9,585.00
1,718.00 1,010.00 1,914.00 2,490.00 785.00 460.00 750.00 405.00
39.25 23.00 37.50 20.25
293.00 DMCI 530,506.00 DMCI 123.00 DMCI 420.00 Integra Waterproofing Services 590.00 Integra Waterproofing Services 280.00 Integra Waterproofing Services 650.00 Integra Waterproofing Services 400.00 Integra Waterproofing Services 521.00 Jhensen Mktg 901.00 King Fisher Construction Services 0.00
150.00 306,348.00 30,634.80 1,406.00 375.00 685.73 375.00 60.00 3,100.00 3,300.00 4,200.00 5,300.00 2,357.15 41.97 633.93
397.32 415.18 187.50
760.00 350.00
18.75 18.75 3.00
165.00
1.06 1.00 1.06 2.00 2.00 1.10 1.50 1.05
0.00 159.00 RC New Chemical 306,348.00 KIV 32,473.00 KIV 2,812.00 788.00 754.00 591.00 66.00
1.06 1.06 1.06 1.06 1.06 1.06 1.06
3,286.00 RC New Chemical 3,673.00 RC New Chemical 4,452.00 RC New Chemical 5,618.00 RC New Chemical 2,499.00 44.00 672.00
1.00 1.00 1.00
397.00 MegaPaint 415.00 MegaPaint 188.00 MegaPaint
1.10 1.10 1.10 1.10
0.00 0.00 0.00 836.00 Igros Marketing Corp. 385.00 0.00
210.00 600.00 1,285.00 1,970.00 209.82
1.10 1.10 1.10 1.10 1.10
8,428.57 2,420.00 1,800.00 1,560.00 1,175.00 760.00 595.00
1.00 1.10 1.10 1.10 1.10 1.10 1.10
0.00 231.00 660.00 1,414.00 2,167.00 231.00 0.00 8,429.00 Grand Duhaco 2,662.00 Grand Duhaco 1,980.00 Grand Duhaco 1,716.00 Grand Duhaco 1,293.00 Grand Duhaco 836.00 Grand Duhaco 655.00 Grand Duhaco 0.00 0.00 0.00
5,750.00 958.33 2,020.00
1.10 1.10 1.00
14,460.00 12,291.00
1.10 1.10
6,325.00 Grand Duhaco 1,054.00 Grand Duhaco 2,020.00 Grand Duhaco 0.00 0.00 15,906.00 13,520.00
1.10 1.10 1.10
0.00 6,017.00 15,950.00 29,832.00
20.00
1.00
#VALUE! 20.00
25,500.00
1.00
13,861.61 8,390.00 7,775.00
1.00 1.00 1.00
387.50 630.36 921.43 1,412.50 1,941.07 2,658.04 3,286.61 4,464.29 5,022.32 7,323.21
1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06
24,750.00
1.06
308.04 240.00 25.95 25.95 1,473.00 16.96 37.15
1.00 1.00 1.00 1.00 1.06 1.06 1.20 1.20 1.30 1.30
5,470.00 14,500.00 27,120.00
????
30.36 18.58
3.72 1.52
25,500.00 GRAND DUHACO 13,862.00 Egie 8,390.00 Egie 7,775.00 Egie 0.00 411.00 668.00 977.00 1,497.00 2,058.00 2,818.00 3,484.00 4,732.00 5,324.00 7,763.00 0.00 0.00 26,235.00 Maccaferri 0.00 308.00 Mozaico 240.00 Center Point Builders 26.00 Center Point Builders 26.00 Center Point Builders 1,561.00 18.00 New Moor 45.00 Eurotiles 4.00 Eurotiles 41.00 New Moor 24.00 New Moor
1.86 37.15 334.82 84.82 334.82 84.82 145.00 38.51 619.91 850.00 790.00 1.50
16.74 4.24 16.74 4.24
2,436.13 2,897.95
1.30 1.06 1.06 1.06 1.06 1.06 1.06 1.10 1.10 1.10 1.10 1.06 1.10 1.10
548.68
54.87
1.00
650.00 550.00 85.00 4,087.16 1,250.00 102.68 111.61
32.50
1.20 1.10 1.06 1.06 1.06 1.05 1.05
11,250.00 10,000.00 22,550.00 22,450.00 19,350.00 11,500.00 23,000.00 10,450.00 11,050.00 15,350.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2.00 New Moor 39.00 Eurotiles 373.00 New Moor 94.00 New Moor 373.00 New Moor 94.00 New Moor 154.00 42.00 682.00 935.00 869.00 2.00 2,680.00 Design International 3,188.00 Design International 0.00 604.00 World Home Depot
819.00 Zamir 605.00 Igros Marketing 90.00 4,332.00 GCK International 1,325.00 108.00 117.00
11,250.00 Metrotech 10,000.00 Metrotech 22,550.00 Metrotech 22,450.00 Metrotech 19,350.00 Metrotech 11,500.00 Metrotech 23,000.00 Metrotech 10,450.00 Metrotech 11,050.00 Metrotech 15,350.00 Metrotech
61,700.00 76,550.00 82,500.00
1.00 1.00 1.00
61,700.00 Metrotech 76,550.00 Metrotech 82,500.00 Metrotech
121,360.00
5,461.20
1.00
126,821.00 LEC Steel
121,360.00 161,100.00 171,600.00
5,461.20 7,249.50 7,722.00
1.00 1.00 1.00
126,821.00 LEC Steel 168,350.00 LEC Steel 179,322.00 LEC Steel
4,435.00
341.50
1.00
4,776.00 LEC Steel
2,590.00
199.43
1.00
2,789.00 LEC Steel
12,660.00
974.82
1.00
13,635.00 LEC Steel
15,000.00 625.00 1,000.00 2,700.00 1,100.00 3,500.00 1,500.00 800.00 400.00 6,502.50
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.10
15,000.00 LEC Steel 625.00 LEC Steel 1,000.00 LEC Steel 2,700.00 LEC Steel 1,100.00 LEC Steel 3,500.00 LEC Steel 1,500.00 LEC Steel 800.00 LEC Steel 400.00 LEC Steel 7,153.00 Jemrico
300.00
1.00
300.00 Davies
5,300.00 5,785.00 14,587.00 7,800.00
1.00 1.00 1.00 1.00
5,300.00 Society Glass 5,785.00 Society Glass 14,587.00 Society Glass 7,800.00 El Concar
1.00 1.00 1.00 1.10 1.10 1.10 1.10
16,221.00 Diatech 9,850.00 LEC Steel 15,818.00 LEC Steel 176.00 LEC Steel 1,045.00 LEC Steel 1,815.00 LEC Steel 22,000.00 Metrotech 0.00 2,839.00 Metrotech
8,775.00 9,850.00
7,446.43 7,446.43
160.00 950.00 1,650.00 15,000.00 2,678.57
5,000.00
8,371.43
1.06
12,500.00 3,000.00 3,000.00
9,730.00 6,830.00 4,642.86 1,250.00 446.43 4,910.71 2,021.16 4,682.54 7,492.05 6,502.50 8,597.88 4,133.00
1.06 1.10 1.10
973.00 683.00 232.14 62.50 22.32 491.07
5,166.25 180,000.00 158,600.00
1.50 1.00 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10
4,742.86 4,835.98
1.10 1.05 1.05 1.05 1.10 1.10
12500
1.05
56,000.00
1,250.00 3,703.70 6,285.71 120.00 172.00 1,030.00 135.00 58,035.71 31,250.00 22,321.43
980.00 1,741.07 1,800.67
150.00 15,625.00 4,015.00 25.00 2,940.00
200.75 2.50
13,250.00 Kenwa/Imported 3,300.00 3,300.00 0.00 0.00 0.00 16,055.00 7,513.00 Metrotech 5,363.00 Metrotech 1,444.00 Metrotech 516.00 Metrotech 5,942.00 Metrotech 2,223.00 Jemrico 5,151.00 Metrotech 8,241.00 7,153.00 Jemrico 9,458.00 Jemrico 4,546.00 Jemrico 5,683.00 Jemrico 189,000.00 Diatech 166,530.00 LEC Steel 58,800.00 LEC Steel 5,217.00 Jemrico 5,320.00 Jemrico
13125 El Concar
1.05 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10
1,313.00 El Concar 4,074.00 Jemrico 6,914.00 Jemrico 132.00 Jemrico 189.00 Jemrico 1,133.00 Jemrico 149.00 Luther Marketing 63,839.00 34,375.00 24,554.00
1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.20 1.20 1.05
0.00 1,078.00 Jaman Products Inc. 1,915.00 0.00 1,981.00 0.00 0.00 165.00 17,188.00 Jaman Products Inc. 5,059.00 33.00 OJV 3,087.00
140.00
1.05 1.10 1.05 1.00 1.10 1.00 1.10 1.00
133.33 700.00 133.33 1,500.00 27,565.18 1.00
147.00 0.00 140.00 Jemrico 700.00 Diatech 147.00 Grand Duhaco 1,500.00 Grand Duhaco 30,322.00 Jemrico 1.00
1.10 1.20 1.10 1.06 1.10
53.00 193.00 935.00 3,964.00 0.00 0.00
43.50
1.10
13.35 284.00
1.10 1.10
48.00 15.00 312.00
27.60
1.10
30.00
2,000.00
1.10 1.10 1.03 1.03 1.10 1.03 1.03 1.03 1.03 1.05 1.03 1.10 1.05 1.05 1.05 1.10 1.00 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05
46.00 160.51 550.00 3,740.00
2.30 300.00
100.00 7,581.37 2,800.00 1,142.00
758.14 140.00 114.20
9,624.58 962.46 1,301.95 130.19 0.00 900.00 1,250.00 1,400.00 183.04 60.00 1,150.00 115.00 15,000.00 4,500.00 4,500.00 2,000.00 10,500.00 18,000.00
2,200.00 110.00 7,809.00 Philmetal 781.00 Philmetal 3,234.00 1,176.00 Philmetal 118.00 Philmetal 9,913.00 Philmetal 991.00 Philmetal 1,367.00 Philmetal 134.00 Philmetal 0.00 945.00 OJV 1,313.00 OJV 1,470.00 OJV 201.00 60.00 1,208.00 Estimated per m 121.00 Estimated per m 15,750.00 Estimated per unit 4,725.00 4,725.00 2,100.00 11,025.00 18,900.00 Jaman products Inc.
50.00 25.00 35.00 4,575.00 610.00 416.67
2.50 1.25 1.75
150,000.00 1,072.59 53.63 1,072.59 53.63 1,000.00 200.00 10,500.00 1,050.00 500.00 150.00 250.00 600.00 750.00 850.00 1,000.00 389.79 1,100.00 2,200.00 3,250.00 4,500.00 6,500.00 387.50 630.00 921.00 1,700.00 5.67 475.00 123.12 110.20 120.00 0.25 0.40 0.50 0.50 0.27 45.00 490.00 130.00
38.75 63.00 92.10
1.05 1.05 1.05 1.00 1.05 1.05 1.00 1.03 1.03 1.10 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.50 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.10 1.10 1.10
55.00 28.00 39.00 4,575.00 OJV 641.00 438.00 OJV 150,000.00 OJV 1,160.00 Philmetal 1,160.00 Philmetal 1,100.00 220.00 10,500.00 1,050.00 550.00 165.00 275.00 660.00 825.00 935.00 1,100.00 585.00 1,210.00 2,420.00 3,575.00 4,950.00 7,150.00 469.00 762.00 1,114.00 1,870.00 6.00 0.00 499.00 129.00 116.00 126.00 0.00 0.00 1.00 1.00 0.00 47.00 515.00 137.00 0.00 0.00 0.00
DATE
UNIT
liter liter liter kg kg kg roll liter
6-Jun-17 17-Feb-16 17-Feb-16 10-Feb-16 3-Nov-16 10-Nov-16 3-Nov-16 3-Nov-16 3-Nov-16 11-Nov-16 11-Nov-16 11-Nov-16 10-Nov-16
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
m3 m2 m3 gal. 27-Jun-16 27-Jun-16 27-Jun-16 27-Jun-16 27-Jun-16 27-Jun-16
m2 m2 m2 m2 m2 m2
22-Jun-16 22-Jun-16
lm lm
22-Jun-16 22-Jun-16 22-Jun-16 27-Jun-16 22-Jun-16 22-Jun-16
lm lm lm lm lm lm
20-Jun-16 21-Feb-17 21-Feb-17 21-Feb-17 21-Feb-17
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
m3 m2 m2
m3 bag bag bag
bag
ton kg m2 mt drum
m2 17-Jun-16 17-Jun-16 17-Jun-16 17-Jun-16 17-Jun-16
pc pc pc pc pc pc pc pc pc liters m2 m2 bag bag
pail bag sht
pc
30-May-17 10-Feb-16 14-Sep-16 14-Sep-16
kg kg ton kg kg ton m2 m2 sheet ton
ton sq.m. sq.m. sq.m. pcs pcs pcs pcs pcs gal bag roll
16-Aug-16
ton kg m2 m2 m2 m2 sq.m. kg kg kg pc m2 kg kg kg kg kg kg kg kg kg kg
kg kg
kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg pc kg kg kg kg pc pc
pcs pc pc pc m2 m2
roll pc pc pc m pc pc pc pc pc kg
sheet sheet sheet sheet liter bd.ft
24-Jun-16 24-Jun-16 24-Jun-16 24-Jun-16 24-Jun-16 29-Aug-14 1-Jan-14
nel System Corp. nel System Corp.
m2 m2 m2 lm lm lm lm m2 sheet m2 m2 m2 m2 m2 sheet sheet
bd 7-Jun-16 7-Jun-16 7-Jun-16 7-Jun-16
m2 m2 m2 m2
pc m2 m2 m2 3.65m pcs pcs m2 23-Aug-16
m2 gal pail gal gal
gal gal gal gal gal gal gal gal gal gal
gal gal gal
gal gal gal gal
gal gal gal gal
pail pail pail pail gal gal gal gal
gal gal gal gal gal
gal gal gal gal
tube m3 tube 27-Jun-16 27-Jun-16 18-Feb-16 18-Feb-16 18-Feb-16
ruction Services
18-Feb-16 18-Feb-16 18-Feb-16 18-Feb-16
m2 m2 lm m2 m2 m2 m2 m2 lm lm lm lm liter
roll
kg kg roll roll m m2 kg m2 m2 sht sht sht sht bag pc
8-Aug-17 8-Aug-17 8-Aug-17
lit lit lit
m2 m2 m2 m2 bags
m m m m can 16-Jun-16 19-Oct-11 19-Oct-11 19-Oct-11 19-Oct-11 19-Oct-11 19-Oct-11
lghts lghts lghts lghts lghts lghts lghts m
1-Mar-12 1-Mar-12 1-Mar-12
lghts lm lghts
m
m m m
7-Jul-16 19-Apr-16 19-Apr-16 19-Apr-16
roll
20-Jun-16 20-Jun-16 20-Jun-16
pc pc pc pc pc pc pc pc pc pc
pc pc bag bag bag bag pc gal m2 gal pc m2 m2
lm m2 pc pc
20-Jun-16 20-Jun-16 20-Jun-16 20-Jun-16 20-Jun-16 20-Jun-16 20-Jun-16 20-Jun-16 20-Jun-16 20-Jun-16
set set set set set set set set set set
20-Jun-16 20-Jun-16 20-Jun-16
set set set
27-Jun-16
set
27-Jun-16 27-Jun-16 27-Jun-16
set set set
27-Jun-16
set
27-Jun-16
set
27-Jun-16
set
27-Jun-16 27-Jun-16 27-Jun-16 27-Jun-16 27-Jun-16 27-Jun-16 27-Jun-16 27-Jun-16 27-Jun-16
set set set set set set set set set m2 m2 m2 m2 m2 m2 set set set set set set set set set
set set
set set set set set set m2 m2 m2 m2 m2 m2 m2 set set set m2 m2
m2 m2 m2 m2 m2 m2 m2 sq.ft nos nos
20-Feb-16
nos
roll
roll 29-Dec-12 12-Jul-16 25-Jul-13 25-Jul-13
m2 m2 lght lght
kg kg bag gal
m2 m2 m2 kg
m2 m2
m2 m2 m2
m2 m2 m m m2 m2 pc
pc pc pc pc pc pc pc pc pc pc pc pc
pc
pc pc pc
lm m2
m m m m m pc sq.m. sq.m. m m m m m m m m m m m m m m m m roll m m m m m m m m m m m m m m m m m
Manpower Reference Cost Minimum Wage
ITEM
TRADE
=
512.00 NCR
as of January 2018
OVERTIM MONTHLY RATE E DAILY BASIC DAILY TOTAL DAILY PROVISIO ALLOWAN RATE RATE N (hrs) (314/12) CE 2
1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 ### ### ### ### ### ### ### ### ### ### ### ###
Field Staff & Supervision Foreman Leadman Mason Carpenter Steelman Welder Mechanic Rigger Spotter Light Equipment Operat Heavy Equipment Opera Electrician Skilled (Helper) Unskilled (Helper) Painter Survey Aide Material Handling Worke Warehouseman Security Guard Instrumentman QC Aide
1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 8.00 9.00 ###
Management Staff Project Manager Construction Manager Site Manager Civil Manager Eng'g Manager Buidling Manager Safety Manager Equipment Manager QC Manager Admin Manager Civil Engineer
637.00 612.00 542.00 542.00 542.00 542.00 562.00 542.00 512.00 554.00 574.00 562.00 522.00 512.00 542.00 512.00 512.00 512.00 764.00 522.00 522.00
50.00 50.00
3,000.00 3,000.00 2,292.99 1,528.66 1,528.66 1,528.66 1,528.66 1,528.66 1,528.66 1,528.66 573.25
150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00
26.1667
207.03 198.90 176.15 176.15 176.15 176.15 182.65 176.15 166.40 180.05 186.55 182.65 169.65 166.40 176.15 166.40 166.40 166.40 248.30 169.65 169.65
894.03 860.90 718.15 718.15 718.15 718.15 744.65 718.15 678.40 734.05 760.55 744.65 691.65 678.40 718.15 678.40 678.40 678.40 1,012.30 691.65 691.65
23,393.65 22,526.88 18,791.59 18,791.59 18,791.59 18,791.59 19,485.01 18,791.59 17,751.47 19,207.64 19,901.06 19,485.01 18,098.18 17,751.47 18,791.59 17,751.47 17,751.47 17,751.47 26,488.52 18,098.18 18,098.18
186.31
3,150.00 3,150.00 2,442.99 1,678.66 1,678.66 1,678.66 1,678.66 1,678.66 1,678.66 1,678.66 909.56
82,425.00 82,425.00 63,924.91 43,924.94 43,924.94 43,924.94 43,924.94 43,924.94 43,924.94 43,924.94 23,800.06
### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
Buidling Engineer Safety Engineer QC Engineer Chief Surveyor Surveyor Cost Engineer Office Engineer CAD Operator Supervisor Site Accountant Accounting Clerk Nurse Service Driver Purchaser Secretary Utility
573.25 573.25 573.25 965.00 573.25 573.25 573.25 458.60 458.60 458.60 382.16 458.60 400.00 458.60 382.16 238.00
150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 50.00 50.00 50.00
186.31 186.31 186.31 313.63 186.31 186.31 186.31 149.05 149.05 149.05 124.20 149.05 130.00 149.05 124.20 77.35
909.56 909.56 909.56 1,428.63 909.56 909.56 909.56 757.65 757.65 757.65 656.36 757.65 680.00 657.65 556.36 365.35
23,800.06 23,800.06 23,800.06 37,382.35 23,800.06 23,800.06 23,800.06 19,825.04 19,825.04 19,825.04 17,174.81 19,825.04 17,793.33 17,208.38 14,558.14 9,559.99
SSS CONTRIBUTION - 2007 Monthly Salary
Base
Employer
Employee
0
0
0.00
0.00
1,000
1,000
80.70
33.30
1,250
1,500
116.00
50.00
1,750
2,000
151.30
66.70
2,250
2,500
186.70
83.30
2,750
3,000
222.00
100.00
3,250
3,500
257.30
116.70
3,750
4,000
292.70
133.30
4,250
4,500
328.00
150.00
4,750
5,000
363.30
166.70
5,250
5,500
398.70
183.30
5,750
6,000
434.00
200.00
6,250
6,500
469.30
216.70
6,750
7,000
504.70
233.30
7,250
7,500
540.00
250.00
7,750
8,000
575.30
266.70
8,250
8,500
610.70
283.30
8,750
9,000
646.00
300.00
9,250
9,500
681.30
316.70
9,750
10,000
716.70
333.30
10,250
10,500
752.00
350.00
10,750
11,000
787.30
366.70
11,250
11,500
822.70
383.30
11,750
12,000
858.00
400.00
12,250
12,500
893.30
416.70
12,750
13,000
928.70
433.30
13,250
13,500
964.00
450.00
13,750
14,000
999.30
466.70
14,250
14,500
1,034.70
483.30
14,750
15,000
1,090.00
500.00
Adjustments
x
VAT
EscalationContingency Maintenance
0.00%
0.00%
0.00%
0.00%
+
+
+
x
SSS
HDMF
PHILHEALTH
TOTAL MONTHLY RATE
Table
100.00
Table
Profit 0.00%
EMPLOYER CONTRIBUTION SL (5d/yr) (5/12)
13th MONTH
0.4167
NET DAILY RATE
372.51 358.71 299.23 299.23 299.23 299.23 310.27 299.23 282.67 305.85 316.90 310.27 288.19 282.67 299.23 282.67 282.67 282.67 421.79 288.19 288.19
1,949.47 1,877.24 1,565.97 1,565.97 1,565.97 1,565.97 1,623.75 1,565.97 1,479.29 1,600.64 1,658.42 1,623.75 1,508.18 1,479.29 1,565.97 1,479.29 1,479.29 1,479.29 2,207.38 1,508.18 1,508.18
1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00
100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00
287.50 275.00 225.00 225.00 225.00 225.00 237.50 225.00 212.50 237.50 237.50 237.50 225.00 212.50 225.00 212.50 212.50 212.50 325.00 225.00 225.00
27,193.14 26,227.83 22,071.79 22,071.79 22,071.79 22,071.79 22,846.53 22,071.79 20,915.92 22,541.63 23,303.88 22,846.53 21,309.54 20,915.92 22,071.79 20,915.92 20,915.92 20,915.92 30,632.68 21,309.54 21,309.54
1,039.23 1,002.34 843.51 843.51 843.51 843.51 873.12 843.51 799.33 861.46 890.59 873.12 814.38 799.33 843.51 799.33 799.33 799.33 1,170.68 814.38 814.38
1,312.50 1,312.50 1,017.91 699.44 699.44 699.44 699.44 699.44 699.44 699.44 378.98
6,868.75 6,868.75 5,327.08 3,660.41 3,660.41 3,660.41 3,660.41 3,660.41 3,660.41 3,660.41 1,983.34
964.00 964.00 964.00 964.00 964.00 964.00 964.00 964.00 964.00 964.00 964.00
100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00
337.50 337.50 337.50 337.50 337.50 337.50 337.50 337.50 337.50 337.50 287.50
92,007.75 92,007.75 71,671.39 49,686.29 49,686.29 49,686.29 49,686.29 49,686.29 49,686.29 49,686.29 27,513.87
3,516.22 3,516.22 2,739.03 1,898.84 1,898.84 1,898.84 1,898.84 1,898.84 1,898.84 1,898.84 1,051.49
378.98 378.98 378.98 595.26 378.98 378.98 378.98 315.69 315.69 315.69 273.48 315.69 283.33 274.02 231.82 152.23
1,983.34 1,983.34 1,983.34 3,115.20 1,983.34 1,983.34 1,983.34 1,652.09 1,652.09 1,652.09 1,431.23 1,652.09 1,482.78 1,434.03 1,213.18 796.67
964.00 964.00 964.00 964.00 964.00 964.00 964.00 964.00 964.00 964.00 964.00 964.00 964.00 964.00 964.00 681.30
100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00
287.50 287.50 287.50 337.50 287.50 287.50 287.50 237.50 237.50 237.50 212.50 237.50 212.50 212.50 175.00 112.50
PHILHEALTH CONTRIBUTION - 2007 Monthly Salary
Base
Employer
Employee
0
4,000
50.00
50.00
5,000
5,000
62.50
62.50
6,000
6,000
75.00
75.00
7,000
7,000
87.50
87.50
8,000
8,000
100.00
100.00
9,000
9,000
112.50
112.50
10,000
10,000
125.00
125.00
11,000
11,000
137.50
137.50
12,000
12,000
150.00
150.00
13,000
13,000
162.50
162.50
14,000
14,000
175.00
175.00
15,000
15,000
187.50
187.50
16,000
16,000
200.00
200.00
17,000
17,000
212.50
212.50
18,000
18,000
225.00
225.00
19,000
19,000
237.50
237.50
20,000
20,000
250.00
250.00
21,000
21,000
262.50
262.50
22,000
22,000
275.00
275.00
23,000
23,000
287.50
287.50
24,000
24,000
300.00
300.00
25,000
25,000
312.50
312.50
27,513.87 27,513.87 27,513.87 42,494.31 27,513.87 27,513.87 27,513.87 23,094.32 23,094.32 23,094.32 20,156.02 23,094.32 20,835.94 20,192.93 17,242.13 11,402.69
1,051.49 1,051.49 1,051.49 1,623.99 1,051.49 1,051.49 1,051.49 882.59 882.59 882.59 770.29 882.59 796.28 771.70 658.94 435.77
26,000
26,000
325.00
325.00
27,000
27,000
337.50
337.50
28,000
28,000
350.00
350.00
29,000
29,000
362.50
362.50
30,000
30,000
375.00
375.00
Total Adjustment Factor 1.00000
ADJUSTED DAILY RATE
ADJUSTED RATE PER HOUR 8
1,039.00 1,002.00 844.00 844.00 844.00 844.00 873.00 844.00 799.00 861.00 891.00 873.00 814.00 799.00 844.00 799.00 799.00 799.00 1,171.00 814.00 814.00
130.00 125.00 106.00 106.00 106.00 106.00 109.00 106.00 100.00 108.00 111.00 109.00 102.00 100.00 106.00 100.00 100.00 100.00 146.00 102.00 102.00
3,516.22 3,516.22 2,739.03 1,898.84 1,898.84 1,898.84 1,898.84 1,898.84 1,898.84 1,898.84 1,051.49
439.53 439.53 342.38 237.36 237.36 237.36 237.36 237.36 237.36 237.36 131.44
1,051.49 1,051.49 1,051.49 1,623.99 1,051.00 1,051.49 1,051.49 882.59 882.59 882.59 770.29 882.59 796.28 772.00 659.00 436.00
131.44 131.44 131.44 203.00 131.00 131.44 131.44 110.32 110.32 110.32 96.29 110.32 99.54 97.00 82.00 55.00
Equipment Reference Cost
Item
EQUIPMENT DETAIL
MODEL
PILING EQUIPMENT Piling Rig Hydraulic Hammer, 8t
(50 -65 ton Base Machine)
BACKHOE Backhoe-2008/Komatsu PC200 Backhoe 0.45 crawler mounted Backhoe 0.80 crawler mounted Backhoe 1.50m3 crawler mounted Backhoe 0.9-1.05cu.m. Backhoe 1.0cu.m. CAT Model 320D Backhoe 0.65cu.m. CAT Model 312D BACKHOE BREAKER Backhoe with Breaker, .45m3 Backhoe with Breaker, .80m3 Backhoe with Breaker, .1.50m3 BackhoeBreaker 1.50 cum(Komatsu PC310-5?)
330D, 222 HP Engine Flywheel Komatsu PC60-7 Komatsu PC200-6 Sumitomo SH350HD-3 Komatsu Hydraulic Excavator CAT Model 320D, C7.1 Engine CAT Model 312D, 90hp
Sumitomo SH120-2 Sumitomo SH120-3 Sumitomo SH350HD-3 126kW / 171PS
BULLDOZER Bulldozer - D7-class Bulldozer - D6H Bulldozer - D7H Bulldozer - D8L
Catapiller D7-class / (21ton/1 Caterpillar D6 Caterpillar D7 Caterpillar D8
MOTORIZED GRADER Grader (Bleade width : 3.0m) Grader (Bleade width : 3.7m) Grader (Blade width : 3m) Grader (Blade width : 3.6m)
115kW/156Hp Mitsubishi MG 230 Mitsubishi MG 400
ROLLER Road Roller 10Tons Road Roller 12Tons Vibratory Plate Compactor 12HP Tamper Rammer Vibro Roller 10 Tons
SD 110 w vibrator All models All models Dynapac CA250D
Vibratory Compactor 11 Tons SW Vibratory Compactor 2.5 Tons SW
BOMAG BW212D-2 SAKAI SV25
WHEEL LOADER Payloader 2 cum Skidsteer Loader 0.2 cum Payloader 0.9 cum Payloader 1.3 cum Payloader 2.0 cumH Payloader 2.5 cum Payloader 3.2 cum Payloader 4.0 cum
TCM/Clark 75C TCM 605 (Skidsteer Loader) Mitsubishi WS500B Hitachi LX70-7 Hitachi LX110-7 TCM 850-2 Komatsu WA380-3 TCM L40
DUMP TRUCK Dump truck 10ton capa.(Total weight :20ton) Dump truck 18 cum Dump truck 5 - 6 cum
All Models All Models All Models
CRAWLER CRANE 300Tons crawler crane, Lattice Boom 250Tons crawler crane, Lattice Boom 150Tons crawler crane, Lattice Boom 100Tons crawler crane, Lattice Boom 80Tons crawler crane, Lattice Boom 65Tons crawler crane, Lattice Boom 50Tons crawler crane, Lattice Boom 35Tons crawler crane, Lattice Boom Crawler Crane 35 ton
Kobelco7300 Sumitomo SC2500 Sumitomo SC1500 Sumitomo LS238RH-5 Sumitomo LS218RH-5 Sumitomo SC650-2 Sumitomo SC500-2 Sumitomo LS78RH-5 112kW/152Hp
HYDRAULIC TRUCK CRANE 160Tons truck crane, Telescopic Boom 100Tons truck crane, Telescopic Boom 90Tons truck crane, Telescopic Boom 80Tons truck crane, Telescopic Boom 60Tons truck crane, Telescopic Boom 45Tons truck crane, Telescopic Boom
KATO NK1600-III DEMAG HC320 TADANO TG900E KATO NK800 KATO NK600 TADANO TG450M-1
ROUGH TERRAIN CRANE Rough Terrain Crane 45 Ton 35Tons terrain crane, Telescopic Boom 25Tons terrain crane, Telescopic Boom 25Tons Crane FORKLIFT Forklift 20Tons Capacity
Tadano TR500M-1 KATO KR35H-5 KATO KR25H-5
Komatsu FD200
Forklift 18Tons Capacity Forklift 10Tons Capacity Forklift 5Tons Capacity Forklift 3.5Tons Capacity
Mitsubishi FD180 Komatsu FD100 Komatsu FD50 Toyota 7FD35
Manlift for lifting Manlift Wheel Type AIR COMPRESSOR Air Compressor 160-185CFM (say 5cum) Air Compressor 375CFM (say 10.5 cum Air Compressor 670CFM Air Compressor 263CFM Air Compressor 175CFM
39kW / 53Hp 78kW / 106Hp Denyo DPS570 Atlas Copco XAS125 Denyo DPS175
GENERATOR Generator Set 100KVA Generator Set 5KVA (Gasoline) Generator Set 60KVA Generator Set 75KVA Generator Set 125KVA Generator Set 150KVA Generator Set 200KVA Generator Set 250KVA Generator Set 300KVA
92kW / 125PS 6.3kW / 8.6PS 57kW / 77PS 69kW / 94PS 117kW / 159PS 134kW / 182PS 195kW / 265PS 235kW / 320PS 248kW / 337PS
WELDING MACHINE Welding Machine (300 to 500 A) REBAR EQUIPMENT Bar Cutter Bar Bender Cutting Equipment Gas Cutter Hydraulic Jack Grinder DEWATERING EQUIPMENT Dewatering Pump 4"-6" dia. Submersible Pump 4"-6" dia Submersible Pump 2"-3" dia Submersible Pump 100mm dia 4000 lpm Discharge Hose 100mm dia Support Equipment
Service Truck (2 ton) Pick up, Service Vehicle (upto 1.5 ton)
98kW / 133PS 62kW / 84PS
Boom Truck (10ton-class/ 3T lift capacity)
242kW/329ps
Water Truck 1000-3000 per gal Trailer truck 25 Tons Elf truck (3 - 3.5ton) Flat Bed Truck (11ton Capa.)
Equivalent 10t Dump 235kW / 320PS 106kW / 144PS 247kW / 349PS
CONCRETE EQUIPMENT Concrete Mixer Concrete Mixer - one bagger (0.4cum) Transit Mixer 5 cum (4.4cum) Concrete Vibrator 3.50 HP Transit Mixer 6.5 - 7.5 cu yd Concrete Batching Plant 30cum / hour
5.5kW 213kW / 219PS 2.2kW 213kW / 219PS 56kW
Concrete Batching Plant 60cum / hour Pumpcrete 50 tons/cum/hr (55 - 60cum/hr) Grout Pump Concrete Bucket
91kW Boom type:127kW / 173PS
Concrete Cutter (0.35m width x 10cm depth) Concrete Paver/Finisher 12HP Concrete Screeder Power trowel Transit Mixer 5 cum
23kW / 31PS 33kw / 45PS 20kW / 27PS 213kW / 219PS
ASPHALT EQUIPMENT Asphalt Paver/Finisher 130HP Asphalt Distributor 100Hp Asphalt Concrete Plant 60 tons/hour
39kW / 53PS 74kW / 101PS 200kW
SURVEY EQUIPMENT Total Station Automatic Level DEMOLITION EQUIPMENT Jack Hammer w/ Compressor Jack Hammer Concrete Cutter w/ Blade (30cm depth / 75cm blade) Other Equipment Coring Machine Scaffolding Water Truck Drilling Rig Hand Tools
22kW / 30PS
213kW / 219PS 15kW -class
REF. OF THIS RATE : 1. VAT EXCLUDED 2. HEAVY EQUIPMENT OPERATOR, INCLUDED
MONTHLY
UNIT PRICE DAILY
HOURLY
1
25
200
3. FUEL, LUBRICANT, EXCLUDED BASIC RATE Fuel Consumption (Liters per HOURLY Factor Hour) 1.00 (Adjusted) DIESEL
5,125.00 4,062.50
1.00 1.00
5,125.00 4,063.00
10.30 23.90
2,321.43 800.00 1,000.00 1,500.00 1,517.86 1,517.86 1,160.71
1.00 1.00 1.00 1.00 1.00 1.00 1.00
2,321.00 800.00 1,000.00 1,500.00 1,517.86 1,517.86 1,160.71
19.30
1,000.00 1,400.00 2,200.00 4,200.00
1.00 1.00 1.00 1.00
1,000.00 1,400.00 2,200.00 4,200.00
7.50 7.50 7.50 22.10
632,142.86
3,160.71 1,800.00 2,500.00 3,500.00
1.00 1.00 1.00 1.00
3,161.00 1,800.00 2,500.00 3,500.00
26.60 10.00 10.00 10.00
350,000.00 348,214.29
1,750.00 1,741.07 750.00 950.00
1.00 1.00 1.00 1.00
1,741.00 1,741.00 750.00 950.00
12.50 12.50 10.00 10.00
2,232.14 1,160.71 60.00 60.00 2,100.00
1.00 1.00 1.00 1.00 1.00
1,161.00 1,161.00 60.00 60.00 2,100.00
12.00 15.70 2.50
32,500.00
464,285.71 200,000.00 300,000.00 303,571.43 303,571.43 232,142.86
232,142.86
7.50 7.50 7.50 12.00 12.00 7.50
11.80
950.00 400.00
1.00 1.00
950.00 400.00
7.50 7.50
314,285.71
1,571.43 450.00 600.00 750.00 750.00 1,000.00 1,200.00 1,400.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1,571.00 450.00 600.00 750.00 750.00 1,000.00 1,200.00 1,400.00
14.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00
180,000.00
900.00 600.00 500.00
1.00 1.00 1.00
900.00 600.00 500.00
12.00
15,000.00 12,000.00 6,500.00 4,000.00 3,200.00 2,400.00 1,600.00 1,300.00 1,500.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
15,000.00 12,000.00 6,500.00 4,000.00 3,200.00 2,400.00 1,600.00 1,300.00 1,500.00
20.00 20.00 12.50 12.50 12.50 12.50 12.50 12.50 10.00
6,500.00 3,500.00 3,200.00 3,200.00 2,200.00 1,400.00
1.00 1.00 1.00 1.00 1.00 1.00
6,500.00 3,500.00 3,200.00 3,200.00 2,200.00 1,400.00
12.50 12.50 12.50 12.50 12.50 12.50
1,800.00 1,350.00 1,100.00 1,500.00
1.00 1.00 1.00 1.00
1,800.00 1,350.00 1,100.00 1,500.00
24.50 12.50 12.50 12.50
1,800.00
1.00
1,800.00
7.50
10.00 7.50
1,600.00 900.00 500.00 400.00
109,090.91
44,000.00 53,000.00 6,000.00 27,000,000.00
1,760.00 2,120.00 240.00 1,080,000.00
1.00 1.00 1.00 1.00
1,600.00 900.00 500.00 400.00
7.50 7.50 7.50 7.50
1.00
136.88
5.00
700.00 800.00 400.00 275.00 225.00
1.00 1.00 1.00 1.00 1.00
700.00 800.00 400.00 275.00 225.00
7.40 14.80 7.50 7.50 7.50
545.45
1.00
545.00
15.70
250.00 280.00 300.00 350.00 450.00 480.00 550.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00
250.00 280.00 300.00 350.00 450.00 480.00 550.00
9.70 11.80 19.90 22.80 33.20 40.00 42.20
50.00
1.00
50.00
220.00 265.00 30.00 25.00 135,000.00
1.00 1.00 1.00 1.00 1.00
220.00 265.00 30.00 25.00 135,000.00
50.00
1.00
50.00
85.00 425.00 212.50 534.00
1.00 1.00 1.00 1.00
85.00 425.00 213.00 534.00
11.58
1.00
12.00
60,000.00
2,400.00
100.00 275.00 1,200.00 700.00 1,200.00 350.00 2,500.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00
100.00 275.00 700.00 700.00 1,200.00 350.00 2,500.00
4.90 3.10 10.00 12.10 11.80 5.30 12.90
204,545.45
8,181.82
1,022.73
1.00
1,023.00
10.00
950.00
118.75 1,339.29 62.50 2,678.57 1,500.00
1.00 1.00 1.00 1.00 1.00
119.00 1,339.00 63.00 2,679.00 1,500.00
23,750.00
800,000.00
10,000.00 5,000.00
20,000.00 1,300.00 177,500.00
32,000.00
400.00 200.00
800.00 7,100.00
4,000.00 375.00 500.00
1.00 1.00 1.00
4,000.00 375.00 500.00
88.00 850.00 450.00 50.00 1,300.00
1.00 1.00 1.00 1.00 1.10
88.00 850.00 450.00 50.00 1,430.00
900.00 700.00 1,850.00
1.00 1.00 1.00
900.00 700.00 1,850.00
50.00 25.00
1.00 1.00
50.00 25.00
725.00 270.00
1.00 1.00 1.00
725.00 158.00 270.00
100.00 1,000.00 887.50 2,500.00
1.00 1.00 1.00 1.00
100.00 1,300.00 888.00 2,500.00
50.00
1.00
50.00
12.60 12.60 27.80 45.10 6.10
2.50 2.50 12.60
6.00 6.70
5.00
12.60 6.50
June 2009
OR, INCLUDED
Fuel Consumption Fuel Consumption (Liters per RatioEngine Power Fuel Comsume Hour) GASOLINE (liter / KWh) (KW) (liter/hour) (a) (b) (c)=(a) x (b) 0.085 0.181
121.0 132.0
10.3 23.9
0.175
110.0
19.3
Monark Equipment Monark Equipment Monark Equipment
0.175
126.0
22.1
0.175
152.0
26.6
0.108 0.108
115.0 115.0
12.5 12.5
DARWIN MOVERS 0.152 103.0 2.10 0.201 10.0 0.70 0.201 3.0 0.152 77.0
15.7 2.1 0.7 11.8
0.153
91.0
14.0
0.089
112.0
10.0
0.103
237.0
24.5
CHEMFOUR
Ravago Equipment - May 2, 20
In-house
2.80
0.189 0.189
39.0 78.0
7.4 14.8
0.170 0.436 0.170 0.170 0.170 0.170 0.170 0.170 0.170
92.0 6.3 57.0 69.0 117.0 134.0 195.0 235.0 248.0
15.7 2.8 9.7 11.8 19.9 22.8 33.2 40.0 42.2
0.050 0.050
98.0 62.0
4.9 3.1
0.050 0.050 0.050 0.050
242.0 235.0 106.0 257.0
12.1 11.8 5.3 12.9
0.495 0.059 0.900 0.059 0.495
5.5 213.0 2.2 213.0 56.0
2.8 12.6 2.0 12.6 27.8
0.495 0.078 0.189 0.189 3.40 0.144 0.122 0.122 3.40 In-house 0.059
91.0 78.0 78.0 78.0 23.0 20.0 20.0
45.1 6.1 14.8 14.8 3.4 2.5 2.5
213.0
12.6
0.152 0.090
39.0 74.0
6.0 6.7
0.227
22.0
5.0
0.059 0.429
213.0 15.0
12.6 6.5
2.80 2.00
5.00
1250
