Construction report (boq, wbs, reports, evm)

m
CONSTRUCTION
REPORT OF A
MULTI-STORY
BUILDING
[Document subtitle]
Presented BY:
HAMZA WAHEED
2015-CIV-111

1 | Page
z
CONSTRUCTION
REPORT OF A MULTI-
STORY BUILDING
Submitted to:
SIR UBAID AHMAD MUGHAL
SUBMITTED BY:
HAMZA WAHEED
2015-CIV-111

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Preface
This final report is related to a multi-story commercial building, MAKKI COMPLEX
LAHORE. It is located on Ferozpur road. This project is being constructed in association with
the design consultant, supervision consultant contractor. It has a lot of importance in city
LAHORE being in the most important trade area.
This building is owned by Mr. Tariq Ismail. This project is being constructed it has a lot of
features in it which contributes to its captivating structure. This will attract the attention of
many Customers. This report presents the work that has been carried out in the project during
these 2 years of research. The different reports and information about this project can also be
obtained from internet for more assurance.
I hope that this report will provide the basic information about project and different research
related things as well.
I feel lucky to present this project in form of a report!

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ACKNOWLEDGEMENT
This project was assigned to our session to have the in-depth knowledge about the construction
processes that are being applied in field. So I express my gratitude to my Mentor Sir Ubaid
Ahmed Mughal, Lecturer, Department of Civil Engineering, University of Engineering &
Technology Lahore , for his guidance and supervision which helped me in making this report
successfully !

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ABSTRACT
Construction and project management, planning and scheduling are one of the most important
part of a construction project. Every construction project involve with a lot of activities which
need to be planned and schedule properly to ensure the completion of the project successfully.
The whole work is divided into many phases.
The whole work in a construction project is based upon some main constituents which include
the pre-constructive phase (pre-qualification and tendering), substructure and super-
structure formation up to finishing!

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Chapterr Title pagee
1 Introduction
1.1 General 1
1.2 Principal Data of Building 1
1.3 Investment & Funding source
1.4 detailed drawings 1
2 Divisions of the Work
2.1 Civil works 2
2.2 structural works 2
2.3 Architectural works
2.4 Mechanical works 2
2.5 Electrical works 3
2.6 Plumbing works 3
3 Estimation of structure(BOQ) 4
4 ProjectTeam
4.1 project manager – planning engineer
5-
7
8
5 Work BreakdownStructure (WBS)
5.1 WBS 9
10
5.2 Resourcelist 11
5.3 List of Allocated resources 12
6 ProjectScheduling and Management
6.1 Scheduling 13
6.2 Scheduling and project management 14
6.3 Bar charts and Gantt charts 14
7
Earned value analysis
7.1 critical path
7.2 float
7.3 EV
7.4 PV
7.5 AC
8 REPORTS
9 CONCLUSION
10 REFERENCES

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1 INTRODUCTION
1.1 general features
1.2 detailed drawings
investment and funding source

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BEAMS AND LINTEL DRAWINGS

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COLUMN REINFORCEMENT
DRAWINGS

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AUTO-CAD PLAN OF MAKKI
COMPLEX

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1.3 Investment & Funding sources
The main funding source is makki enterprises.

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The whole fund is divided into different percentages of constructive cost (82.7%),
administrative cost(12.3%) and others(5%).
2 Divisions of work:
Whole building covers a lot range of works which is broadly categorized into civil work, structural work,
architectural work, mechanical work, electrical and special systems works. These works are briefly described
here under:
2.1 Civil works
Civil works are broken down in the works:
 Site clearance includes demolition of existing structures, clearing & grubbing of site,
general cutting and general filling so that area would be level before proceeding with other
works.
 Earthworks include excavation of building foundation, laying of gravel into foundation,
backfilling and disposal of extra earth.
 Storm water drainage comprises of excavation of trench in slope form, lining etc. This
storm water drainage would be outside of building.
 Waste water drainage including excavation of trench, bedding, laying of PVC pipe into
trench and backfilling.
 Water supply comprises laying PPRC pipe for hot water and cold water.
 Landscaping comprises of soft landscape (grass weeding) and hard landscape (paving,
seating etc.)
2.2 Structural Works
 Piling works include the boring of hole, rebar laying and concreting.

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 Concrete work comprises of form work, rebar placement, concrete pouring, formwork
removal, curing, coating etc. This concrete work consists of foundation, column, beam and
roofing.
 Structural steel work consists of fabrication and erection of steel trusses.
2.3 Architectural Works
It comprises of various works items which are listed hereunder:
 Block Masonry work
 Plaster
 Paints
 False Ceiling
 Floor Tiling
 Waterproofing
 Window wall and glazing
 Roofing
2.4 Mechanical Works
Mechanical work consists of air conditioning work and plumbing work as described hereunder:
 HVAC Works covers installation of GI ducting, installation of chiller and air handling unit.
 Plumbing Works consists of hot and cold water pipe laying, fixing of bath room fixtures and
fittings etc.
2.5 Electrical Works

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It consists of following work items:
 Conducting and wiring.
 Installation of lighting.
 Telecommunication system that includes installation of exchange and telephones etc.
 Emergency supply.
2.6 Plumbing works
Plumbing Works consists of providing of overhead water tank, manholes, gully trap, floor
trap, underground water tank and providing cold and hot water pipes for provision of water
in wash-rooms etc.
3 ESTIMATION
Description No length Width Height unit Quantity
Excavation in foundation of
building
TOTAL 15237.1 CFT
TERMITE PROOFING 1 122.5 55.75 6829.38 SFT
BACK FILL 1/3 OF QTY 5043.92 CFT
DESCRIPTION NO. LENGTH WIDTH HEIGHT QTY UNITS
BRICK WORK IN
FOUNDATION AND PLINTH
(1:5)
TOTAL 3918.18 CFT
DESCRIPTION NO LENGTH WIDTH HEIGHT QTY UNITS
DPC 2*1/2” thick ( concrete of ratio
1:2:4)
1 586.66 0.75 - 439.995 SFT

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2 58.13 0.75 - 87.195 SFT
TOTAL 527.19 SFT
VERTICAL DAMP PROOF COURSE
OF 19mm THICK CEMENT PLASTER
1:2 WITH BITUMEN 1Kg PER SQM
2 36.17 - 2 144.68 SFT
1 200.38 - 2 400.76 SFT
1 57.55 - 2 115.1 SFT
TOTAL 660.54 SFT
DESCRIPTION NO LENGTH WIDTH HEIGHT QTY UNIT
R.C.C (1:2:4) IN FOUNDATION
TOTAL 1718.9375 CFT
COLUMN VERTICAL
FOUNDATION
23 1.5 1.5 4.5 232.875 CFT
4 1 1 4.5 18 CFT
TOTAL 250.875 CFT
R.C.C COLUMN GROUND
FLOOR
23 1.5 1.5 11 569.25 CFT
4 1 1 11 44 CFT
613.25 CFT
OR 17.36 CUM
R.C.C SLAB
P1 1 121.75 36.38 0.5 2214.6325 CFT
P2 1 51 16 0.5 408 CFT
P3 1 39 5 0.5 97.5 CFT
1 23.88 17 0.5 202.98 CFT
2923.1125 CFT
DEDUCTION OF STAIR HALL 1 -15.25 10 0.5 -76.25 CFT
1 -13.88 10 0.5 -69.4 CFT
-145.65 CFT
TOTAL 2777.4625 CFT

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78.64 CUM
R.C.C OF STAIRS
G/FLOOR BED 1 4.5 2.5 4.5 50.625 CFT
1ST WALL SLAB 1 15 4.5 0.5 33.75 CFT
STEP 10 4.5 0.5 0.75 16.875 CFT
LANDING 1 10 4.5 0.5 22.5 CFT
TOTAL 123.75 CFT
OR 3.5 CUM
R.C.C OF BEAM
H1,H2,H3,H4,V1 1 588.33 1 1.25 735.4125 CFT
V4,V5,V6 3 36.75 1 1.25 137.8125 CFT
V7 1 17 1 1.25 21.25 CFT
SHADE , L/SIDE AND R/SIDE 1 215.76 2 0.5 215.76 CFT
TOTAL 1110.235 CFT
OR 31.44 CUM
DOOR AND WINDOW LINTELS
D1,D2,W9,W3,W,W8,W1,W11,V1 1 152.88 0.75 0.5 57.33
D3,D4 1 23.25 0.38 0.5 4.4175
TOTAL 61.7475
GRAND
TOTAL(A+B+C+D+E+F+G)
6656.2575 CFT
188.46 CUM
DESCRIPTION NO LENGT
H
WIDT
H
HEIGH
T
QTY UNITS
BRICK WORK IN
GROUND FLOOR IN
CEMENT SAND
MORTOR RATIO (1:5)
TOTAL 5085.225-597.54 5114.4 CFT
146.1 CUM

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H
WIDT
H
HEIGH
T
QTY UNIT
CEMENT PLASTER (1:4)
in Ground FLOOR UPTO 6
METERS HEIGHT 13mm
THICK
GROUND FLOOR
TOTAL 14741.98-1593.44 13148.5 SFT
1221.42 SQM
H
WIDT
H
HEIGH
T
QTY UNITS
GROUND FLOOR
FINISHES
P.C.C (1:2:4)
TOTAL 963.436 CFT
27.2775 CUM
DESCRIPTION NO. LENGT
H
WIDT
H
HEIGH
T
QTY UNIT
BRICK WORK IN 1ST
FLOOR IN CEMENT
SAND MORTOR RATIO

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(1:3)
TOTAL BRICK WORK 4020.225-608.4 3412.19 Cft
description quantit
y
units rate amount
Bricks 38644 no.s 10 386440
Sand 20.58 cum 350 7203
cement 196 no.s 520 101920
masons 6 no.s 700 4200
Labor 10 no.s 400 4000
DESCRIPTIO
N
NO. LENGT
H
WIDT
H
HEIGH
T
QTY UNIT
CEMENT PLASTER
13mm WITH
MORTOR(1:4)
TOTAL PLASTER 13804.4-1621.44 12183 Sft
1131.72 Sqm
Description quantit
y
Unit rate amount
cement 119.38 No.s 520 62077.6
Sand 16.71 Cum 350 5848.5
masons 5 No.s 700 3500
Labor 8 No. 400 3200

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H
WIDT
H
HEIGH
T
QTY UNITS
PCC OF FIRST FLOOR OF
STONE AGGREGATE
WITH OUT SHUTTERING
(1:2:4)
1902.9
7
Cft
OR 53.8781 Cum
description quantit
y
unit rate amount
cement 334 bags 520 173680
Sand 15.39 cum 350 5386.5
aggregate 30.79 cum 1700 52343
Labor 10 no. 400 4000
masons 6 no. 700 4200
DESCRIPTION NO. LENGT
H
WIDT
H
HEIGH
T
QTY UNIT
CEMENT PLASTER 13mm
WITH MORTOR(1:4)
TOTAL PLASTER 13804.4-1621.44 12183 Sft
1131.72 Sqm

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Description Quantit
y
Unit Rate Amount
cement 119.38 No. 520 62077.6
Sand 16.71 Cum 350 5848.5
masons 5 No. 700 3500
Labor 8 No. 400 3200
4 PROECT MANAGEMENT TEAM
4.1 Project Manager:
Project Manager is the overall in charge of the project who stationed at the project site and
looks after all the project matters. Responsibilities of the Project Manager include extensive
interaction with clients, consultants, agencies and the design team, and coordination of project
budgets and schedules
4.2 Construction Manager:
Construction Manager is directly reported to the project manager regarding all execution matter
and closely coordinates with all site engineers regarding daily progress. He is the one who
provide the solution for all difficulties encountered at project site regarding technical matters
and supervise all the execution staff. Execution staff is directly reported to him. He plan,
organize, coordinate and direct the construction and remodeling inspection programs. He should
have good knowledge of structural, mechanical, and electrical building commercial construction
and repair practices, materials, and equipment. He should have experience of planning,
organizing, and directing staff involved in commercial construction building projects; preparing
commercial construction cost estimates; interpreting commercial plans, contract drawings, and
related specifications.
4.3 Site Engineer:

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Site Engineer is the key person who directly involves in the construction activities.
Site engineer is responsible for site clearance, earth work, drainage work and landscaping work.
He reports to the construction manager and takes guidance from him on daily basis concerning
to site work activities. He issues the instructions to the foreman regarding execution of various
activities like demolition of existing structure, clearing & grubbing etc. He is the one who
prepare the inspection request of site work items and submit to consultant for the purpose of
checking the work in accordance with drawings and specifications.
4.4 Structural Engineer:
Structural engineer is responsible for performing the activities related with concrete foundation,
column, beam, slab, formwork, steel truss fabrication and erection. He also issues the
instruction to the foremen who involves in foregoing activities and report his daily assignment
to the construction manager.
4.5 Architectural Engineer:
In general, he has the same responsibility, line of accountability and authority as of site and
structural engineer as outlined above in detail but he supervise the architectural items involved
in the terminal building. He looks after the block work, plaster, tiling, paints, flooring, doors
and window in terminal main building etc.
4.6 Mechanical Engineer:
He takes care the work of air conditioning and plumbing. Engineer should have at least five
year experience of HVAC and public health work of any commercial building. Because this
work area is very critical if the utilities are not functional well, no matter to what extent
building have excellent architectural aesthetic and good structural look, it would not attract to
the user. He is responsible for fabrication and installation of G.I duct work, insulation of duct
work, installation and commissioning of main chiller plant, air handling unit, fan coil unit and
various other plumbing items. He should at least graduation in mechanical engineering.
4.7 Electrical Engineer:
He is responsible for execution of all electrical items including wiring, light installation,
telecommunication, fire alarm system, emergency systems. He also directly reports to

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construction manager and have the same general responsibilities as elaborated for other
engineers in detail above.
4.8 Foreman:
He supervises the labor trains the worker that how to perform a work. Sometimes, he works
along with the labor with his own tools in order to speed up the work and to motivate the
workers.
4.9Planning Engineer:
Planning Engineer is the key and very important person at project site who coordinates with all
the construction staff and reports directly to the project manager. The specific duties of planning
engineer are schedule development, progress monitoring and management coordination. He
interfaces with and obtains input from project personnel for the development of project plans
and schedules that reflect the defined scope of work. He also develops and coordinates quantity
and labor expenditure rates for all project activities. His progress monitoring activities includes
is to collect the information from site staff and update schedules to assess planned progress
against actual progress. He asses impact of critical path and near-critical activities and report
critical work activities to the project manager. With reference to the management coordination,
he present and answer questions on project plans and schedules at project meetings.
5.1 Work Break down Structure (WBS)
A work breakdown structure (WBS)is a chart in which the critical work elements, called tasks,
of a project are illustrated to portray their relationships to each other and to the project as a
whole. The graphical nature of the WBS can help a project manager predict outcomes based on
various scenarios, which can ensure that optimum decisions are made about whether or not to
adoptsuggested procedures or changes.

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When creating a WBS, the project manager defines the key objectives first and then identifies
the tasks required to reach those goals. A WBS takes the form of a tree diagram with the
"trunk" at the top and the "branches" below. The primary requirement or objective is shown
at the top, with increasingly specific details shown as the observer reads down.
When completed, a well-structured WBS resembles a flowchart in which all elements are
logically connected, redundancy is avoided and no critical elements are left out. Elements can
be rendered as plain text or as text within boxes. The elements at the bottom of the diagram
represent tasks small enough to be easily understood and carried out. Interactions are shown as
lines connecting the elements. A change in one of the critical elements may affect one or more
of the others. If necessary, these lines can include arrowheads to indicate time progressionor
cause-and effect well-organized, detailed WBS can assist key personnel in the effective
allocation of resources, project budgeting, procurement management, scheduling, quality
assurance, quality control, risk management, productdelivery and service oriented
management. The list of elements at the lowest level are called work-packages!
The WBS of MAKKI COMPLEX is given on next page.

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WORK BREAKDOWN STRUCTURE OF MAKKI COMPLEX
1
pre re quisity
1 .1
start
1 .2
acquisiton
1 .2 .1
appointment
of contractor
1 .2 .1.1
pre qual
ificatio
n
1 .2.1.
1 .1
BOQ
1 .2 .1 .2
te nde r
notice
1 .2 .1 .2.1
te nde r
document
1 .2 .1.2.1.1
bre if
de scription
1 .2.1.2.1.
1 .1
e valuatin
g crite ria
1 .2.1.2.
1 .1 .2
de ad
line
1 .2.1.2.1.
1 .3
te rms
and
condition
s
1 .2 .2
au ctio
n
1 .2 .3
overvi
e w
1 .2 .4
negotiat
ion
1 .2 .4 .1
me e ting
with stake-
holde rs
1 .2 .4 .2
approval
1 .2 .5
se lectio
n of
contrac
tor
1 .3
de sign
1 .3 .1
de sign
re quire ments
1 .3.
1 .1
ne e
ds
1 .3.
1 .2
re s
our
ce s
1 .3.
1 .3
bou
nds
1 .3 .1.4
crite ria
1 .3 .1 .5
functions
1 .3 .2
pre -de sign
1 .3 .2 .1
site
asse se m
e nt
1 .3 .2.2
e nviron
me nt
asse sse
me nt
1 .3.2.3
topogr
aphic
surve y
1 .3 .2.4
ge otech
investig
ation
1 .3 .2.5
pre sent
ation
1 .3 .3
pre limina
ry de sign
1 .3 .3 .1
submission
1 .3.3.1
.1
rough
e stima
te
1.3.3.
1 .2
p rop
ortins
1 .3 .3 .2
optimu
m
1.3.3.
3
appr
oval
1 .3 .4
conce pt
de sign
1 .3.4.
1
feasibi
lty
1 .3.4.
2
interio
r
design
1 .3 .4 .3
ove rview
1 .3.4.
4
appro
val
1 .3 .5
de taile ddesign
1 .3 .5 .1
de taile d
drawings
1 .3 .5 .1.1
sub
structure
1 .3 .5 .1.1.1
foundation
de sign
1 .3 .5 .1.1.2
base me nt
de sign
1 .3.5.1
.1 .3
floorin
g
de sign
1 .3 .5 .1.2
supe r
strucrure
1.3.5.1.2.
1
be am
de sign
1 .3.5.1
.2 .2
colum
n
1.3.5.1.
2 .3
slab
1 .3.5.1
.2 .4
linte l
1 .3.5.1
.2 .5
walls
1 .3.5.
2
specifi
cation
s
1 .3.5.
3
quant
ity
1.3.5.
4
e stim
ation
1 .3 .6
final de sign
1 .3 .6 .1
archite ctural
de sign
1 .3.6.
2
struct
ural
1 .3.6.
3
e lectr
ical
1.3.6.
4
HVAC
1 .3.6.5
approv
al
su p e rvision
1 .5
con stru ction
1 .5 .3
organiz
ing
1 .5.3.1
activiti
e s
1 .5 .3.2
identific
ation of
activite
s
1 .5 .3 .3
assignuin
g duties
1 .5 .4
mobilization
1 .5.
4 .1
site
surv
e y
1 .5.4.
2
mach
in e ry
1.5.4.
3
tools
1 .5.4.
4
crane
1 .5.4.5
rigge r
1 .5 .4 .6
lifting
machine
1 .5 .4 .7
whe e l
barrow
1 .5 .1
substructure
1 .5.1.1
grubbi
ng
1 .5 .1 .2
layout
1 .5 .1.3
e xcavat
ion
1 .5 .1 .3.1
re moval of
plante rs
1 .5 .1 .3.2
disme ntlin
g
1.5.1.3.3
re moval
of
de bris
1 .5 .1 .3.4
e xcavation
1 .5 .1 .3.5
shifting
1 .5 .1 .3.6
be d
pre pation
and
le ve lling
1 .5 .1 .4
comp acti
on 1 .5 .1 .5
soil te sts
1 .5 .1 .5.1
dry strength test
1 .5 .1 .5.2
dilatancy test
1 .5 .1 .5.3
plasticity te s
1 .5 .1 .5.4
roughness
te st te st
1 .5 .1 .5.5
organic
soil
1 .5 .1.5.6
moisture
conte nt
1 .5 .1 .5.7.
soil abrassion
1 .5.1.6
piling
1 .5 .1 .7
te rmite
proofing
1 .5 .1.7.1
1 :40 anti
te rmite
spray
1 .5.1.8
PCC
1.5.1.8.
1 1.4.8.
concret
e
1 .5.1.
9
shutt
e ring
1 .5.1.9.1
supports
1 .5.1.9.1.1
she e ting
1 .5 .1 .9.2
ste e l
1 .5.1.9.2.1
field tests
1 .5.1.9.
2 .2
lab
te sts
1 .5 .1 .9.2.2.1
impact load test
1 .5 .1 .9.2.2.2
tensile strength
te sts
1 .5.1.9.
2 .2 .3
torsion
te st
1 .5 .1.9.2.2.4
she ar te st
1 .5 .1 .9.2.2.5
modulus tests
1 .5 .1.1
0
DPC
1 .5.1.1
1
back
filling
1 .5 .2
supe r structure
1 .5 .2 .1
masonary
work
1 .5.2.1
.1
bricks
1 .5 .2 .1.1.1
brick test (lab
+ fie ld )
1 .5 .2.1.1.2
me taliic
sound test
1 .5 .2 .1.1.3
wate r
absorptiontest
1 .5 .2 .1.1.4
compre ssive
stre ngth te st
1 .5 .2.1.2
sand
1 .5 .2.1.2.1
sand te st
(field +lab)
1 .5.2.1.
2 .2
bulking
of sand
te st
1 .5 .2 .2
slabs
1 .5 .2 .2.1
re in forcem
e nt
1 .5 .2 .2.2
shuttering
1 .5 .2 .2.3
concre te
pouring
1 .5 .2 .2.4
curing
1 .5 .2 .2.6
re moval of
formwork
1 .5 .2 .3
columns
1 .5 .2 .3.1
re inforceme
nt
1 .5 .2.3.2
shuttering
1 .5 .2 .3.3
concre te
pouring
1 .5.2.3.4
curing
1 .5 .2 .3.5
re moval of
formwork
1 .5 .2 .4
be ams and
linte ls
1 .5.2.4.1
formwor
k
1 .5.2.4.2
concreti
ng
1 .5 .2 .4.2.1
1:2:4 conrete
1 .5.2.4.2.1.1
fie ld te st
slump
te st1 .5.2.
4 ..2 1.1.1
1 .5 .2 .4.2.1.2
workabilty test
1 .5.2.4.2.1.3
se tting time
te st
1 .5.2.4.2.1.
2
lab te st
1 .5 .4.2.4.2..2.1
fre e zing and
thawing te st
1 .5 .2 .4.2.2.2
compre ssive
stre ngth te st
1 .5.2.4.2.2.
3
tension test
1 .5.2.4.2
.2 .4
ab rassio
n te st
1 .5 .2 .4.3
cu rin g of
con cre te
1 .5 .2 .4.4
re inforcemen
t
1 .5.2.4.4.
1
lab te sts
1 .5 .2 .5
stairs
1 .5 .2.5.1
re inforce
me nt
1 .5 .3
Ele ctrical works
1 .5 .3 .2
wiring
1 .5.3.
3
socke
ts
1 .5.
3 .4
fixt
ures
1 .5.3.5
ground
ing ogf
wire s
1 .5.
3 .6
con
duit
s
1 .5 .4
me cha
nical
works
1 .5.4.1
fire
fifighti
ng
syste m1.5.4.
2
chille
rs
and
boile
r1.5.4.
3
insula
tion
1 .5 .4 .4
HVAC
1 .5 .5
facilitie s
1 .5 .5.1
inte rne
t
1 .5.5.2
solar
panels
1 .5.5
.3
ge ne
rator
s
1 .5.54
lcd,led
1 .5 .5.5
AC
1 .5 .5 .6 fans
1 .5 .5 .7
e lectric bulbs and
lights
1 .5 .5 .8
ge e ze rs
1 .5 .5 .9
showers andtubs
1 .5 .5 .10
swimminmg pool
1 .5 .5 .11
e le ctruic
he ate rs
1 .5 .5 .12
othe r home
facilitie s
1 .6
closing
1 .6 .1
re port
1 .6 .2
mile stone
s
e xpectati
ons and
achie ve m
e nts1 .6 .3
quality
achie ve m
e nts
1 .6 .4
audit
re port
1 .6 .5
use r or
custome r
satisfaction

25 | Page
4.2 list of allocated resources in WBS
 1
 Pre-requisite
o 1.1
o start
o 1.2
o acquisition
 1.2.1
 appointment of contractor
 1.2.1.1
 prequalification
o 1.2.1.1.1
o BOQ
 1.2.1.2
 tender notice
o 1.2.1.2.1
o tender document
 1.2.1.2.1.1
 brief description
 1.2.1.2.1.1.1
 evaluating criteria
 1.2.1.2.1.1.2

26 | Page
 dead line
 1.2.1.2.1.1.3
 terms and conditions
 1.2.2
 auction
 1.2.3
 overview
 1.2.4
 negotiation
 1.2.4.1
 meeting with stake-holders
 1.2.4.2
 approval
 1.2.5
 selection of contractor
o 1.3
o design
o 1.3.1
o design requirements
 1.3.1.1
 needs
 1.3.1.2
 resources
o 1.3.1.3
o bounds
 1.3.1.4

27 | Page
 criteria
 1.3.1.5
 functions
 1.3.2
 pre-design
 1.3.2.1
 site assessment
o 1.3.2.2
o environment assessment
 1.3.2.3
 topographic survey
 1.3.2.4
 geotechnical investigation
o 1.3.2.5
o presentation
 1.3.3
 preliminary design
 1.3.3.1
 submission
o 1.3.3.1.1
o rough estimate
 1.3.3.1.2
 proportions
 1.3.3.2
 optimum

28 | Page
o 1.3.3.3
o approval
 1.3.4
 concept design
 1.3.4.1
 feasibility
o 1.3.4.2
o interior design
 1.3.4.3
 overview
 1.3.4.4
 approval
 1.3.5
 detailed design
 1.3.5.1
 detailed drawings

o 1.3.5.1.1
o sub structure
 1.3.5.1.1.1
 foundation design
 1.3.5.1.1.2
 basement design
o 1.3.5.1.1.3
o flooring design

29 | Page
o 1.3.5.1.2
o super structure
 1.3.5.1.2.1
 beam design
 1.3.5.1.2.2
 column
 1.3.5.1.2.3
 slab
o 1.3.5.1.2.4
o lintel
 1.3.5.1.2.5
 walls
 1.3.5.2
 specifications
 1.3.5.3 quantity
 1.3.5.4
 estimation
 1.3.6
 final design
 1.3.6.1
 architectural design
o 1.3.6.2
o structural
 1.3.6.3
 electrical
 1.3.6.4

30 | Page
 HVAC
o 1.3.6.5
o approval
o supervision
o 1.5
o construction
 1.5.3
 organizing
 1.5.3.1
 activities
o 1.5.3.2
o identification of activities
 1.5.3.3
 assigning duties
 1.5.4
 mobilization
 1.5.4.1
 site survey
 1.5.4.2
 machinery
o 1.5.4.3
o tools
 1.5.4.4
 crane
 1.5.4.5

31 | Page
 rigger
o 1.5.4.6
o lifting machine
 1.5.4.7
 wheel barrow
 1.5.1
 substructure
 1.5.1.1
 grubbing
 1.5.1.2 layout
 1.5.1.3
 excavation
o 1.5.1.3.1
o removal of planters
 1.5.1.3.2
 dismentling
 1.5.1.3.3
 removal of debris
o 1.5.1.3.4
o excavation
 1.5.1.3.5
 shifting
 1.5.1.3.6
 bed prepation and levelling
 1.5.1.4
 compaction

32 | Page
 1.5.1.5
 soil tests
o 1.5.1.5.1
o dry strength test
 1.5.1.5.2
 dilatancy test
 1.5.1.5.3
 plasticity test
 1.5.1.5.4 roughness test
o 1.5.1.5.5
o organic soil
 1.5.1.5.6
 moisture content
 1.5.1.5.7.
 soil abrassion
 1.5.1.6
 piling
 1.5.1.7
 termite proofing
o 1.5.1.7.1
o 1:40 anti termite spray
 1.5.1.8
 PCC
o 1.5.1.8.1 1.4.8. concrete
o 1.5.1.9
o shuttering

33 | Page
 1.5.1.9.1
 supports
 1.5.1.9.1.1
 sheeting
 1.5.1.9.2
 steel
 1.5.1.9.2.1
 field tests
 1.5.1.9.2.2
 lab tests
o 1.5.1.9.2.2.1
o impact load test
 1.5.1.9.2.2.2
 tensile strength tests
 1.5.1.9.2.2.3
 torsion test
 1.5.1.9.2.2.4
 shear test
 1.5.1.9.2.2.5
 modulus tests
 1.5.1.10
 DPC
 1.5.1.11
 back filling
 1.5.2 superstructure
 1.5.2.1

34 | Page
 masonry work
 1.5.2.1.1
 bricks
o 1.5.2.1.1.1
o brick test (lab +field)
 1.5.2.1.1.2
 metallic sound test
 1.5.2.1.1.3
 water absorption test
o 1.5.2.1.1.4
o compressive strength test
 1.5.2.1.2
 sand
o 1.5.2.1.2.1
o sand test (field +lab)
 1.5.2.1.2.2
 bulking of sand test
 1.5.2.2
 slabs
o 1.5.2.2.1
o reinforcement
 1.5.2.2.2
 shuttering
 1.5.2.2.3
 concrete pouring

35 | Page
o 1.5.2.2.4
o curing
 1.5.2.2.6
 removal of formwork
 1.5.2.3
 columns
o 1.5.2.3.1
o reinforcement
 1.5.2.3.2
 shuttering
 1.5.2.3.3
 concrete pouring
o 1.5.2.3.4
o curing
 1.5.2.3.5
 removal of formwork
 1.5.2.4
 beams and lintels
o 1.5.2.4.1
o formwork
o 1.5.2.4.2
o concreting
 1.5.2.4.2.1
 1:2:4 concrete
 1.5.2.4.2.1.1

36 | Page
 field test
o slumptest1.5.2.4.2.1.1.1
 1.5.2.4.2.1.2
 workability test
 1.5.2.4.2.1.3
 setting time test
 1.5.2.4.2.1.2
 lab test
o 1.5.4.2.4.2..2.1
o freezing and thawing test
 1.5.2.4.2.2.2
 compressive strength test
 1.5.2.4.2.2.3
 tension test
 1.5.2.4.2.2.4
 abrasion test
o 1.5.2.4.3
o curing of concrete
o 1.5.2.4.4
o reinforcement
 1.5.2.4.4.1
 lab tests
 1.5.2.5
 stairs
o 1.5.2.5.1
o reinforcement

37 | Page
 1.5.3
 Electrical works
 1.5.4
 mechanical works
 1.5.4.1
 Fire-fighting system
o 1.5.4.2
o chillers and boiler
 1.5.4.3
 insulation
 1.5.4.4
 HVAC
 1.5.5
 facilities
 1.5.5.1
 internet
o 1.5.5.2
o solar panels
 1.5.5.3
 generators
 1.5.54
 LCD,LED
o 1.5.5.5
o AC
 1.5.5.6 fans
 1.5.5.7

38 | Page
 electric bulbs and lights
 1.5.5.8
 geezers
 1.5.5.9
 showers and tubs
 1.5.5.10
 swimming pool
 1.5.5.11
 electric heaters
 1.5.5.12
 other home facilities
o 1.6
o closing
 1.6.1
 report
 1.6.2
 milestones expectations and achievements
o 1.6.3
o quality achievements
 1.6.4
 audit report
 1.6.5
 user or customer satisfaction

39 | Page
6.1 SCHEDULING
Scheduling is the determination of the timing and sequence of operations in the project and their
assembly to give the overall completion time. As mentioned previously, scheduling focuses on
one part of the planning effort.
Project planning answers the questions. What is going to be done? How? Where? By whom?
And when (in general terms, the project’s start and end)? Scheduling deals with when on a
detailed level.
6.2 SCHEDULING AND PROJECT MANAGEMENT
Planning, scheduling, and project control are extremely important components of project
management. However, project management includes other components, such as cost
estimating and management, procurement, project/contractadministration, quality management,
and safety management. These components are all interrelated in different ways.
6.3 Bar chart and Gantt chart
A bar chart is ‘‘agraphic representation of project activities, shown in a time-scaled bar line
with no links shown between activities’’ .The bar chart was originally developed by Henry L.
Gantt in 1917 and is alternatively called a Gantt chart. It quickly became popular—especially
in the construction industry—because of its ability to graphically represent a project’s activities
on a time scale.
7 Earned value Analysis
7.1 Critical Path
Critical path is the sequence of activities which add up to the longest overall duration.
It is the shortesttime possible to complete the project. if the critical path is effected, it effects
the whole duration of project.

40 | Page
7.2 Float
Float is the amount of time that can be delayed without delaying the
 successoractivity
 whole project
7.3 Earned value (EV) or (BCWP):
It is the costof the activities performed within the certain amount of time .it is also known as
“budgeted costof work performed”.
7.4 Planned value (PV) or (BCWS)
PV is the estimated value of the work planned to be done. The total of the PV is sometimes
referred to as the performance measurement baseline (PMB).The total planned value for the
project is also known as Budget At Completion (BAC).
7.5 Actual cost (AC) or Actual Cost of Work Performed (ACWP)
AC is the total cost incurred for the work accomplished. The AC will have no upper limit, and
recorded as actual cost.
8 Reports

41 | Page
Various reports of project as cash flow reports , resources used, project summary,
budget reports of Makki complex as obtained from MS project are given as
follows;

Construction report (boq, wbs, reports, evm)

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