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CONTRACT DOCUMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
THIS AGREEMENT, made and entered into this 28th day of May, year two thousand
by and between WOODSIDE INC., represented herein by its President, Mr.
Florentino Dy, with postal address at Room 521 Carmelita Building, Aurora Blvd.
Quezon City, the party of the First Part, hereinafter called the OWNER, and GRACE
C. RAMOS with office address at Room 305 Dona Julita Building, Kamuning,
Quezon City, theS party of the Second Part, hereinafter called the ARCHITECT.
That whereas, the OWNER intends to develop a residential subdivision known as
Subic Hills in Subic, Zambales, hereinafter called the PROJECT.
NOW, THEREFORE, the Owner and the Architect, for and in consideration of the
foregoing premises and of the other covenants hereinafter named, agree as follows:
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
ART. 7. ESTIMATES
Manner of Payment
• Owner’s
Responsibilities
• Expenses
Chargeable to both
Since the Architect has no control over the cost of labor and parties
• Project Supervision
materials or competitive bidding, he/she does not guarantee the
• Estimates
accuracy of any Statement of Probable Construction cost or any • Ownership of
Semi-detailed or Detailed Cost estimates Documents
• Successors and
Assigns
• Arbitration
• Acknowledgement
and Jurat
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
AGREEMENTS
OWNER-ARCHITECT AGREEMENT
PLANS
OWNER-ARCHITECT AGREEMENT
PRC Number
Tax Identification Number
Residence Certificate Number
Professional Tax Receipt
PLANS
OWNER-ARCHITECT AGREEMENT
OWNER-CONTRACTOR
AGREEMENT
CIVIL CODE OF THE PHILIPPINES
ARTICLE 1723
The Parties
Art.1. Scope of Work
Art.2. Time of Completion and liquidated damages
Art.3. The Contract Amount
Art.4. Payments
Art.5. The Contract Documents
Art.6. Performance and Payment Bonds
Art.7. Taxes, Licenses, Permits and Fees
Art.8. Insurance and other Conditions
AGREEMENTS
AGREEMENTS
AGREEMENTS
2.01The work stipulated in this Contract shall be completed • Art.3. The Contract
Amount
“broom” clean and ready for use not later than________ • Art.4. Payments
2.02As time is an essential element in this Contract, the • Art.5. The Contract
Documents
contractor agrees to pay the Owner the amount of________
• Art.6. Performance
for each and every calendar day of delay (Sundays and and Payment Bonds
Holidays included) in which the Contractor fails to • Art.7. Taxes,
Licenses, Permits and
complete the work beyond__________the said payment to Fees
be considered as Liquidated Damages. • Art.8. Insurance and
other Conditions
AGREEMENTS
3.01 The Owner agrees that for and in consideration of the • Art.3. The Contract
Amount
faithful performance by the Contractor of this Contract, he • Art.4. Payments
shall pay to the Contractor, in a manner provided • Art.5. The Contract
hereinafter, the amount of _________ (P______). Documents
• Art.6. Performance
3.02 It is expressly agreed by both parties that no change and Payment Bonds
shall be made in the above mentioned contract amount as a • Art.7. Taxes,
Licenses, Permits and
result of any fluctuation in the cost of materials and/or Fees
labor, except those conditions as enumerated in Art.3.03 • Art.8. Insurance and
other Conditions
AGREEMENTS
AGREEMENTS
3.04 Any payment due and payable to the Contractor • Art.4. Payments
• Art.5. The Contract
may be offset against any liquidated damage payable Documents
to the Owner under this Contract. • Art.6. Performance
and Payment Bonds
• Art.7. Taxes,
Licenses, Permits and
Fees
• Art.8. Insurance and
other Conditions
AGREEMENTS
3.04 Any payment due and payable to the Contractor • Art.4. Payments
• Art.5. The Contract
may be offset against any liquidated damage payable Documents
to the Owner under this Contract. • Art.6. Performance
and Payment Bonds
• Art.7. Taxes,
Licenses, Permits and
Fees
• Art.8. Insurance and
other Conditions
AGREEMENTS
AGREEMENTS
Contractor shall receive in addition to the sum in the • Art.5. The Contract
Documents
Certificate, interest thereon, at the legal rate in force.
• Art.6. Performance
and Payment Bonds
4.03 Final and full payment of the consideration
• Art.7. Taxes,
herein above-mentioned shall be made by the Owner to Licenses, Permits and
the Contractor upon fulfilling the conditions set forth in Fees
AGREEMENTS
AGREEMENTS
the Owner in the amount equal to thirty percent (30%) of • Art.5. The Contract
Documents
the full contract price, conditioned for the faithful • Art.6. Performance
performance of the Contract and the satisfaction of and Payment Bonds
obligations for materials used and labor employed on the • Art.7. Taxes,
Licenses, Permits and
work. These bonds shall be effective within a period of Fees
one (1) year after the acceptance of work by the Owner. • Art.8. Insurance and
other Conditions
AGREEMENTS
AGREEMENTS
AGREEMENTS
Within fifteen (15) days after signing of the contract, • Art.3. The Contract
Amount
the Contractor shall submit a Certificate of Insurance • Art.4. Payments
to protect him against claims for damages for personal • Art.5. The Contract
injury including death and claims for damages of Documents
Owner’s property and adjoining property, which may • Art.6. Performance
and Payment Bonds
arise from operations under this contract, subject to the
• Art.7. Taxes,
approval of the Owner as to adequacy of protection and Licenses, Permits and
reliability of insurance company. Fees
• Art.8. Insurance and
other Conditions
AGREEMENTS
SPECIFICATIONS
SPECIFICATIONS
SPECIFICATIONS
SPECIFICATIONS
SPECIFICATIONS
SPECIFICATIONS
SPECIFICATIONS
SPECIFICATIONS
SPECIFICATIONS
SPECIFICATIONS
PRE-CONSTRUCTION 332,000
SITEWORKS 100,000
UTILITIES 222,800
CONCRETE 1,012,494
3250
3251
3252
CONCRETE ACCESSORIES
Expansion and Contraction Joints
Anchors and Inserts
LS 50,000 1 50,000
BILL OF MATERIALS
3253 Waterstops
PROJECT SCHEDULE
importance of time management
• contract stipulations
• labor paid by hour/day
• equipment rental by hour/day
• liquidated damages
PROJECT SCHEDULE
pert-cpm
D
3
• activity
C J • network
I
.5
3 2
• duration
A B E F K • event
2 2 4 6 3 • dummy activity
G • critical path
1
H J
• float/slack
I
.5 1 • early start
1
• late start
• late finish
PROJECT SCHEDULE
pert-cpm
D
3
• activity
C J • network
I
.5
3 2
• duration
A B E F K • event
2 2 4 6 3 • dummy activity
G • critical path
1
H J
• float/slack
I
.5 1 • early start
1
• late start
• late finish
Items of work to be undertaken
PROJECT SCHEDULE
pert-cpm
D
3
• activity
C J • network
I
.5
3 2
• duration
A B E F K • event
2 2 4 6 3 • dummy activity
G • critical path
1
H J
• float/slack
I
.5 1 • early start
1
• late start
Amount of time required to • late finish
complete each activity
PROJECT SCHEDULE
pert-cpm
D
3
• activity
C J • network
I
.5
3 2
• duration
A B E F K • event
2 2 4 6 3 • dummy activity
G • critical path
1
H J
• float/slack
I
.5 1 • early start
1
• late start
Point in time signaling the beginning or end of one or more • late finish
activities
PROJECT SCHEDULE
pert-cpm
D
3
• activity
C J • network
I
.5
3 2
• duration
A B E F K • event
2 2 4 6 3 • dummy activity
G • critical path
1
H J
• float/slack
I
.5 1 • early start
1
• late start
Doesn’t represent work and doesn’t involve duration and cost; it • late finish
only serves as dependency connector or sequence indicator
PROJECT SCHEDULE
pert-cpm
D
3
• activity
C J • network
I
.5
3 2
• duration
A B E F K • event
2 2 4 6 3 • dummy activity
G • critical path
1
H J
• float/slack
I
.5 1 • early start
1
• late start
Longest path in time through the network; delay in one of the • late finish
activities will increase the project duration
PROJECT SCHEDULE
pert-cpm
D
F=1.5 • activity
3
C J • network
I
.5
3 2
• duration
A B E F K • event
2 2 4 6 3 • dummy activity
G • critical path
1
H J
• float/slack
I
.5 1 • early start
1
• late start
leeway that can be used without adverse effect on the project = • early finish
LS-ES or LF-EF • late finish
PROJECT SCHEDULE
pert-cpm
D
ES= 2 3
• activity
C J • network
I
.5
3 2
• duration
A B E F K • event
2 2 4 6 3 • dummy activity
G • critical path
1
H J
• float/slack
I
.5 1 • early start
1
• late start
earliest point in time that an activity can start provided all • late finish
activities before it have been finished
PROJECT SCHEDULE
pert-cpm
D
LS= 3.5 3
• activity
C J • network
I
.5
3 2
• duration
A B E F K • event
2 2 4 6 3 • dummy activity
G • critical path
1
H J
• float/slack
I
.5 1 • early start
1
• late start
limiting point or deadline by which time the activity must start • early finish
• late finish
PROJECT SCHEDULE
pert-cpm
D
EF= 2.5 3
• activity
C J • network
I
.5
3 2
• duration
A B E F K • event
2 2 4 6 3 • dummy activity
G • critical path
1
H J
• float/slack
I
.5 1 • early start
1
• late start
earliest possible time an activity can be finished • early finish
• late finish
PROJECT SCHEDULE
pert-cpm
D
LF= 4 3
• activity
C J • network
I
.5
3 2
• duration
A B E F K • event
2 2 4 6 3 • dummy activity
G • critical path
1
H J
• float/slack
I
.5 1 • early start
1
• late start
time that the activity must b finished if the project is not to be • early finish
delayed • late finish
PROJECT SCHEDULE
bar-chart
COST OF TOTAL COST
ITEMS DESIGN & WITH LABOR MONTH 0 MONTH 1 MONTH 2 MONTH 3 MONTH 4 MONTH 5 MONTH 6
MATERIALS & ADD-ONS
18,618,399
11,794,756
PROJECTED MONTHLY ACCOMPLISHMENT 30,413,155 30,413,155 1,332,000 2,466,312 5,202,420 5,359,970 6,192,457 5,647,208 4,212,788
PROJECTED CUMULATIVE ACCOMPLISHMENT 1,332,000 3,798,312 9,000,732 14,360,702 20,553,159 26,200,367 30,413,155
% ACCOMPLISHMENT 4.38% 12.49% 29.59% 47.22% 67.58% 86.15% 100.00%
17,286,399 29,081,155
PROJECT SCHEDULE
s-curve
S-CURVE
120
% ACCOMPLISHMENT
100
80
60 Series1
40
20
0
1 2 3 4 5 6 7
Series1 4.38 12.49 29.59 47.22 67.58 86.15 100
MONTH
PROJECT SCHEDULE
line balance
PROJECT SCHEDULE
Gantt Chart
PROJECT SCHEDULE