Construction Management Project

((PROJECT OF CONSTRUCTIONPROJECT OF CONSTRUCTION
MANAGEMENT)MANAGEMENT)
NAME: M.UMAR HAYATNAME: M.UMAR HAYAT
ROLL #: BCEF14M023ROLL #: BCEF14M023

TABLE OF CONTENTS
Sr. No. TOPICS
1 SCOPE (Drawing, Specification, Detailed Estimated Cost)
2 Define Project Management (OBS)
3 Work Break Down Structure(WBS)
4 Responsibility Assignment Matrix (RAM)
5 Activities, Gantt Chart & Network Diagram
6 Cost Leveling
7 Resource Leveling
8 Quality Check/Control

SPECIFICATIONSSPECIFICATIONS
Clear height of rooms: 11’
Plinth level: 1’-6”
Thickness of roof slab: 4”
Parapet wall: 1’-0” (Clear height above roof tiles)
RCC lintel: 6” in depth
Damp proof coarse: 1 ½”thick PCC (1:2:4) + 2 coats of hot
bitumen + polythene sheet
Full foundation up to plinth level provided
Internal finishes: Three coats of white wash/distemper paint
External finishes: Three coats of Weather shield paint

SCHEDULE OPENING & AREASCHEDULE OPENING & AREA
S.NO. ITEM SIZE SILL LEVEL
W.R.T P.L
QTY DESCRIPTION
1 D1 3.5’×8.5
’
- 3 Wooden panel single leaf
door
2 D2 2.5’×7’ - 3
3 W1 4’×4’ 3’ 6 Steel panel glazed window
4 V1 4’×1’-
6’’
10’-6” 4 Steel panel glazed ventilator
SR. NO. SCHEDULE OF AREA
1 Total Area Of Plot 1632 SFT
2 Covered Area Of G.F Plan 1139 SFT
3 Open Area 493 SFT

CENTER TO CENTER LENGTHSCENTER TO CENTER LENGTHS
• L = 53.33’
• S= 29.25’
• S1= 13.75’
• S2= 13.75’
• S3= 14.75’
• S4= 13.75’
• S5= 5.75’
• S6= 6.75’
• S7= 10.75’
• S8= 14.75’

BILL OF QUANTITIESBILL OF QUANTITIES
S. Description of item No Measurement Quantity Remarks
No Length Breadth Depth
(ft) (ft) (ft) (cft) or (sft)
1
Earthwork for excavation
in foundation trenches
L 2 56.66 3 2.5 849.9
S 2 26.25 3 2.5 393.75
S1 2 10.25 3 2.5 153.75
S2 1 10.75 3 2.5 80.625
S3 1 11.75 3 2.5 88.125
S4 1 10.75 3 2.5 80.625
S5 1 2.75 3 2.5 20.625
S6 1 3.75 3 2.5 28.125
S7 2 7.75 3 2.5 116.25
S8 2 11.75 3 2.5 176.25
Total1988.025 cft
2
Earth work in filling under
floors
over all area 1 49.91 26.325 0.541 710.8094858
Total 710.8094858 cft

3
P.C.C (1:4:8) in
foundation using crushed
or broken stones
Length & Breadth same as for Foundation
trenches (Item No. 1)
L 2 56.66 3 0.75 254.97
S 2 26.25 3 0.75 118.125
S1 2 10.75 3 0.75 48.375
S2 1 10.75 3 0.75 24.1875
S3 1 11.75 3 0.75 26.4375
S4 1 10.75 3 0.75 24.1875
S5 1 2.75 2 0.75 4.125
S6 1 3.75 3 0.75 8.4375
S7 2 7.75 3 0.75 34.875
S8 2 11.75 3 0.75 52.875
Total596.595 cft
4 Burnt brick work in
foundation and plinth
using first class bricks in
(1:6) cements sand mortar
(a) L
1st step 2 55.53 1.875 0.5 104.11875
2nd step 2 55.16 1.5 0.5 82.74
3rd step upto plinth level
(P.L) 2 54.78 1.125 0.5 61.6275
4rth step upto plinth level
(P.L) 2 54.41 0.75 3.375 275.450625
Total 523.936875 cft

(c) S
1st step 2 27.37 1.875 0.5 51.31875
2nd step 2 27.75 1.5 0.5 41.625
(P.L) 2 28.125 1.125 0.5 31.640625
(P.L) 2 28.5 0.75 3.375 144.28125
Total 268.865625 cft
(d) S1
1st step
2 11.875 1.875 0.5
22.265625
2nd step
2 12.25 1.5 0.5
18.375
(P.L)
2 12.625 1.125 0.5
14.203125
(P.L)
2 13 0.75 3.375
65.8125
Total 120.65625 cft


(c) S2
1st step 1
11.875 1.875 0.5 11.1328125
2nd step 1
12.25 1.5 0.5 9.1875

(P.L) 1
12.625 1.125 0.5 7.1015625
(P.L) 1
13 0.75 3.375 32.90625
Total 60.328125 cft
(d) S3
1st step
1 12.875 1.875 0.5 12.0703125
2nd step
1 13.25 1.5 0.5 9.9375

(P.L)
1 13.625 1.125 0.5 7.6640625
(P.L)
1 14 0.75 3.375 35.4375

Total 65.109375
cft


(c) S4
1st step
1 11.875 1.875 0.5 11.1328125
2nd step
1 12.25 1.5 0.5 9.1875

(P.L)
1 12.625 1.125 0.5 7.1015625
(P.L)
1 13 0.75 3.375 32.90625
Total 60.328125 cft
(d) S5
1st step
1 3.875 1.875 0.5 3.6328125
2nd step
1 4.25 1.5 0.5 3.1875

(P.L)
1 4.625 1.125 0.5 2.6015625
(P.L)
1 5 0.75 3.375 12.65625

Total 22.078125
cft

(c) S6
1st step
1 4.875 1.875 0.5 4.5703125
2nd step
1 5.25 1.5 0.5 3.9375
(P.L)
1 5.625 1.125 0.5 3.1640625
(P.L)
1 6 0.75 3.375 15.1875
Total 26.859375 cft
(d) S7
1st step
2 8.875 1.875 0.5 16.640625
2nd step
2 9.25 1.5 0.5 13.875
(P.L)
2 9.625 1.125 0.5 10.828125
(P.L)
2 10 0.75 3.375 50.625
Total 91.96875
cft

(c) S8
1st step
2 12.875 1.875 0.5 24.140625
2nd step
2 13.25 1.5 0.5 19.875

(P.L)
2 13.625 1.125 0.5 15.328125
(P.L)
2 14 0.75 3.375 70.875

Total 130.21875
cft
G.Total 1370.349375 cft

5 1-1/2” thick P.C.C (1:2:4) in
DPC including two coats of
hot bitumen & 2 layers of
Polythene sheet
Length & Breadth same as for plinth wall
L 2 54.41 0.75 - 81.615
S 2 28.5 0.75 - 42.75
S1
2 13 0.75 - 19.5
S2 1 13 0.75 - 9.75
S3 1 14 0.75 - 10.5
S4 1 13 0.75 - 9.75
S5 1 5 0.75 - 3.75
S6 1 6 0.75 - 4.5
S7S7 2 10 0.75 - 15
S8S8 2 14 0.75 - 21
Total 218.115 sft
Net Total204.615 sft
6 Brick work in super
structure using first class
bricks in (1:4) cement sand
mortar
Length & Breadth same as for plinth wall
L 2 54.41 0.75 15 1224.225
S 2 28.5 0.75 15 641.25

S1 2 13 0.75 11 214.5

S2 1 13 0.75
11
107.25
S3
1 14 0.75 11 115.5
   S4
1 13 0.75 11 107.25
S5 1 5 0.75 11 41.25
S6 1 6 0.75 11 49.5
S7 1 10 0.75 11 82.5
S8 1 14 0.75 11 115.5
Gate Column 2 1.5 1.5 8 36
Total 2734.725 cft
DEDUCTION
   Door-1 1 3.5 0.75 8.5
22.3125
        Door-2Door-2 1 3.5 0.75 8.5
22.3125
   Door-3 1 3.5 0.75 8.5
22.3125
        Door-4Door-4 1 2.5 0.75 7
13.125
        Door-5Door-5 1 2.5 0.75 7
13.125
        Door-6Door-6 1 2.5 0.75 7
13.125
   Windows 6 4 0.75 4
72

   Ventilators 4 2.5 0.75 1.5
11.25
   Shelves 2 4 0.5 5
20
  RCC lintels over

   (i)door-1 3 5 0.75 0.5
5.625
        (ii)door-2(ii)door-2 3 5 0.75 0.5 5.625
(iii)Windows 6 5 0.75 0.5 11.25
(iv)Ventilators 4 3.5 0.75 0.5 5.25
(v)Shelves 5 5 0.75 0.5 9.375
               Total 246.6875 cft
Net Total 2488.0375 cft
7 Reinforced cement concrete
(1:2:4) as in  roof slab,
lintels, columns, beams etc.,
(reinforcement will be
measured separately)
               There is 9” bearing of both slabs on all walls
   Roof slab 1 53.66 29.25 0.333 522.661815
   Lintels
   Doors 3 4.5 0.75 0.5 5.0625

      3 3.5 0.75 0.5 3.9375

   Windows 6 5 0.75 0.5 11.25
   Ventilators 4 3.5 0.75 0.5 5.25

Shelves 5 5 0.75 0.5 9.375

Total 557.536815
cft
8 Mild steel round bars as
reinforcement including
cutting, bending, binding
and placing reinforcement
in position
            6.75 lbs/cft steel 6.75 lbs/cft steel
of 559.78 cft of 559.78 cft
concrete = concrete =
3778.515 lbs3778.515 lbs

Total 3778.515 lbs
cft

9 Roof insulation comprising of 2 coats of hot bitumen,
4” thick earth filling, 1” thick mud plaster and 1-1/2”
thick brick tiles jointed and pointed in cement sand
mortar (1:3)

   Rooms 1 28.5 27.5 - 783.75

Total 945.96875 sft
10 Sand under floors
   Bed Room-1 1 13 13 0.5 84.5

   Bed Room-2 1 14.75 13 0.5 95.875

   Kitchen 1 10 10 0.5 50

Bath-1 1 5 6 0.5 15
Bath-2 1 5 6 0.5 15
TV Lounge 1 13 14 0.5 91
Drawing Room 1 13 14 0.5 91
Remaing interior area 402.87
               Total 845.245
cft
11 Cement concrete (1:4:8) as under layer of floors

   Bed Room-1 1 13 13 0.33 55.77
   Bed Room-2 1 14.75 13 0.33 63.2775

   Kitchen 1 10 10 0.33 33

Bath-1 1 5 6 0.33 9.9

Bath-2 1 5 6 0.33 9.9
TV Lounge 1 13 14 0.33 60.06
Drawing Room 1 13 14 0.33 60.06
Remaing interior area 402.87
Total 694.8375 cft
12 1-1/2” thick cement
concrete (1:2:4) as top layer
of floor, finished smooth


   Bed Room-1 1 13 13 - 169
   Bed Room-2 1 14.75 13 - 191.75
   Kitchen 1 10 10 - 100
   Bath-1 1 5 6 - 30
   Bath-2 1 5 6 - 30
TV Lounge 1 13 14 - 182
Drawing Room 1 13 14 - 182

Remaing interior area - 402.87

Door sill 1 3 2.5 0.75 - 5.625
Door sill 1 3 3.5 0.75 - 7.875 sft
Total 1301.12
Deduction
Columns 2 0.75 0.75 - 1.125
Total 1.6875
Net Total 1299.4325

13 ½” thick (1:3) cement sand plaster to walls
finished smooth


   Inner side
   Bed Room No.1 4 13 - 11 572
   Room No.1 (Ceiling) 1 13 - 13 169
   TV Lounge (Long wall) 1 14 - 11 154
   TV Lounge (Short wall) 2 13 - 11 286
   TV Lounge (Ceiling) 1 14 - 13 182
   Drawing Room (Long wall) 2 14 - 11 308
   Drawing Room (Short wall) 2 13 11 286
   Drawing Room ceiling 1 14 - 13 182
   Bath-1 (Long wall) 2 6 - 11 132
Bath-1 (Short wall) 2 5 - 11 110
   Bath-1 ceiling 1 6 - 5 30
   Kitchen 4 10 - 11 440
   Kitchen ceiling 1 10 - 10 100
Bed Room-2 (Long wall) 2 14.75 - 11 324.5
Bed Room-2 (Short wall) 2 13 - 11 286
Bed Room-2 ceiling 1 14.75 - 13 191.75
Bath-2 (Long wall) 2 6 - 11 132
open wide (long wall) 2 7.625 - 11 167.75

open wide Short wall) 2 5 - 11 110
remaing interior area 1 23.41 - 18.625 436.01125
gate Columns 2 3 - 8 48

Long beam (internal side) 1 22.375 - 1.5 33.5625

Long beam (soffit) 2 10.8125 - 0.75 16.21875

Short beam (soffit) 2 7.25 - 0.75 10.875
Door jambs 6 0.75 - 7 31.5
   6 0.75 - 8.5 38.25
   3 0.75 - 3.5 7.875
   3 0.75 - 2.5 5.625
Window jambs 12 0.75 - 4 36
   12 0.75 - 4 36
Ventilator jambs 8 0.75 - 2.5 15

   8 0.75 - 1.5 9
Shelves 10 0.5 - 5 25
   10 0.5 - 4 20

   12 0.75 - 4 36

Outer side
left and right sides wall 2 54.41- 15 1632.3


(From 6”  below G.L. to
roof)

rear wall 1 30 - 15 450

Front side wall (deduct the
gate)
1 23 - 11 253

Total 7428.9675

Deduction

Doors 3 3.5 - 8.5
89.25

Doors 3 2.5 7
52.5


Windows 6 4 - 4
96


Ventilators 4 2.5 - 1.5
15

Total 252.75

Net Total 7176.2175

14 Wood work as in
   (i) 1 ½” thick wooden doors with chowkat,. 3 3.5 - 8.5 89.25

   3 2.5 7 52.5
               Total 141.75
   (ii) Glazed and gauzed windows and ventilators. 5 4 - 4 80
      4 2.5 - 1.5 15
               Total 95 sft
            G.Total 236.75 sft
15 Three coats of painting to doors , windows and
ventilators
- - - - .(2 x Qty of
item No.14)
=473.5 sft

               Total 473.5 sft
16 Three coats of distempering/ white washing to walls
(Internal Side)


   Bed Room No.1 4 13 - 11 572
Room No.1 (Ceiling) 1 13 - 13 169
   TV Lounge (Long wall) 1 14 - 11 154
TV Lounge (Short wall) 2 13 - 11 286
   TV Lounge (Ceiling) 1 14 - 13 182
   Drawing Room (Long wall) 2 14 - 11 308
Drawing Room (Short wall) 2 13 11 286
   Drawing Room ceiling 1 14 - 13 182
Bath-1 (Long wall) 2 6 - 11 132

   Kitchen 4 10 - 11 440
   Kitchen ceiling 1 10 - 10 100
   Bed Room-2 (Long wall) 2 14.75 - 11 324.5
   Bed Room-2 (Short wall) 2 13 - 11 286
Bed Room-2 ceiling 1 14.75 - 13 191.75
   Bath-2 (Long wall) 2 6 - 11 132
open wide (long wall) 2 7.625 - 11 167.75
open wide Short wall) 2 5 - 11 110
gate Columns 2 3 - 8 48
Long beam (internal side) 1 22.375 - 1.5 33.5625

Long beam (soffit) 2 10.8125 - 0.75 16.21875

Short beam (internal sides) 2 7.25 - 1.5 21.75
Short beam (soffit) 2 7.25 - 0.75 10.875
Door jambs 6 0.75 - 7 31.5
   6 0.75 - 8.5 38.25
   3 0.75 - 3.5 7.875
   3 0.75 - 2.5 5.625
Window jambs 12 0.75 - 4 36
   12 0.75 - 4 36
Ventilator jambs 8 0.75 - 2.5 15
   8 0.75 - 1.5 9
Shelves 10 0.5 - 5 25
   10 0.5 - 4 20
Total 4657.65625 sft

Deduction

Doors 3 3.5 - 8.5
89.25
Doors 3 2.5 7
52.5
Windows 4 4 - 4
64
22.5
Total 228.25
17 Three coats of Weather
shield paint to walls.
(External side)

   Rear wall 2 30 - 15 900
   Left & Right side wall 2 54.41 - 15 1632.3
            Total 2532.3
   Deduction
7.5


Total 7.5
  sftsft
   Net Total 2524.8   sftsft

ABSTRACT OF QUANTITIESABSTRACT OF QUANTITIES
Sr.
#
Description of
item
Total
Quantity
Dry
material
Cement Sand
Coarse
aggregate
No of
Bricks
No of Brick
Tiles
Bitumen
PolyThene
Sheet
Mild
steel
round
bars
Mud
Timb
r
Lim
e
Weather
Shield
(cft) (sft)
100
cft
100
sft
cft cft cft # # Kg sft Kg cft cft Kg sft
1
Excavation in
Medium soil - - - -
- - - - - - - - - - - -
2 PCC (1:4:8) 1291.4 154 152.98 611.940 1223.88

3 Ist Class Burnt
brick work in
foundation
in cement sand
mortar (1:6)
1370.3 30 - 58.729 352.37 18499.6 1370.349 - - - - -
4
1 ½” thick
PCC (1:2:4) in
DPC including
two coats of
hot bitumen &
2 sheets of
Polythene.
25.576 204.6 154 - 5.6269 11.253 22.50765 51.15375 - - - - -

5 Ist Class Burnt
brick work in Super
structure in cement
sand mortar (1:4)
2488.0 - 30 - 149.282 597.129 33588.506 2488.03 - - - -
6
Reinforced cement
concrete (1:2:4)
557.53 - 154 - 122.6 245.31619 490.63239 694.166 - - - -
7
Roof insulation

- 945.96 - 9 21.2842 63.8528 3405.5 236.49 1891.93 397.3 - - - -
8
Sand under floors
845.2 - - - - 845.245 - - - - -
9 1 ½” thick cement
concrete (1:2:4) in
floors
162.45 1299.4 154 - 35.73439 71.46878 142.9375 - - - - -
10 1/2” thick cement
plaster in cement
sand mortar (1:3)
- 7176.2 - 6 107.6432 322.9297 - - - - -

11 Wood work in
door, windows
ventilators
(Door) - 141.75 - - - - - - 18.42 - - -
(Window) - 95 - - - - - 7.6
12 White wash /
Distemper
- 4429.40 - - - - - - 132.8 - -
13 Weather Shield
- 2524.8 - - - - - - - 2524.8
14
Earth filling under
floors
- 710.8094 - - - - 710.81 - - - -

QUANTITY OF MATERIALSQUANTITY OF MATERIALS
Sr. # Description of item Total Quantity Approximate Units Rate Rs. Units
1 Cement
653.96 523.154 524 Bags 500 262000
2 Sand 3121.66 - 3122 cft 3 9366
3 Coarse aggregate 1879.95 - 1880 cft 1.2 2256
4 No of Bricks 52088.22 - 52089 N0. 10 520890
5 No of Brick Tiles 3405.48 - 3406 N0. 7 23842
6 Bitumen 287.64 - 288 kg 60 17280
7 PolyThene Sheet 2301.16 - 2302 sft 12 27624
8 Mild steel round bars 694.16 - 695 kg 40.5 28147.5
9 Mud 1108.11 - 1109 cft 100 110900
10 Timbr 26.02 - 27 cft 200 5400
11 Lime 132.88 - 133 kg 10 1330
12 Weather Shield 2524.80 - 2525 sft 10 25250
TOTAL1034285.5

ABSTRACT OF ESTIMATED COST
Item No. Description No. Day Unit Unit of Rate Amount Rs.
1 Design 10000
TOTAL 10000/-
2 Sub-Structure
2.1 Excavation
Labour 5 5 500/day 12500
2.2 Earth Work Filling
Labours 4 2 500/day 4000
Mud Required Filling 26 Cft 100 2600
2.3 P.C.C In Foundation
Cement 122.4 Bags 500/bag 61200
Sand 612 Cft 300/100 cft 1836
Masson 4 2 800/day 6400
2.4 B/W In Foundation
Sand 353 Cft 300/100 cft 1059
Bricks (1st
Class) 18500 10 185000
Masson 4 10 800/day 32000
Labour 4 10 500/day 20000
TOTAL 353664/-
3 Super Structure
3.1 D.P.C
Sand 12 Cft 300/100 cft 36
Aggregate 23 Cft 1200/1000 cft 27.6
Bitumen 52 Kg 60/kg 3120

Masson 2 2 800/day 3200
Labour 2 2 500/day 2000
Shuttering 10000
Steel Fixing 80000
3.2 B/W Super Structure
Cement 120 Bags 500/bag 60000
Sand 598 Cft 300/100 cft 1794
Bricks 33589 10 335890
Masson 4 22 800/day 70400
Labour 4 22 500/day 44000
3.3 R.C.C Works
Sand 246 Cft 300/100 cft 738
Aggregate 491 Cft 1200/1000 cft 589
Steel 695 Kg 40.5/kg 28148
Masson 2 3 800/day 4800
Labour 8 3 500/day 12000
Machinery (Rennet) 15000
TOTAL 651343/-

4 Utility
Electrical Works 40000
Gas Works 18000
Sanitary Works 120000
HVAC 100000
TOTAL 278000/-
5 Finishing
5.1 Roofing Works
Sand 64 Cft 300/100 cft 192
Bricks Tile 3406 7 23842
Bitumen 237 Kg 60/kg 14220
Polythene Sheet 1892 Sft 12/sft 22704
Mud 1 Cft 100/cft 100
Masson/ Labour 5200
5.2 Flooring Works
Sand 846 Cft 300/100 cft 2538
Sand 72 Cft 300/100 cft 216
Aggregate 143 Cft 1200/1000 cft 172
Sand 323 Cft 300/100 cft 969

5.3 Wood Works
Doors 6 10000/door 60000
Windows 6 5000/window 30000
Ventilators 4 4000/ventilator 16000
White Wash (Lime) 133 Kg 10/kg 1330
Whether Shield 2525 Sft 25/sft 63125
Mud 1 Cft 150/cft 150
Masson 4 30 800/day 96000
Labour 4 30 500/day 60000
TOTAL 453158/-
6 Land Scaping 10000
G. TOTAL 1756165/-
Add 10% cost of building for water supply and sanitation =175616.5/-
TOTAL = 1756165+175616.5
TOTAL = 1931781.5/-
Add 5% for Contingency = 96589.075/-
G.TOTAL = 1931781.5+96589.075/-
G.TOTAL = 20, 28,371/-

2-DEFINE PROJECT & PROJECT MANAGEMENT
• 2- DEFINE PROJECT & PROJECT MANAGEMENT
Our project is build a residential building, A project is a sequence of unique,
complex, and connected activities having one goal or purpose and that must
be completed by a specific time, within budget, and according to specification
Project management is a method and a set of techniques based on the
accepted principles of management used for planning, estimating, and
controlling work activities to reach a desired end result on time within
budget and according to specifications
• 2.1- Project Management Processes Fall Into Five Groups
I. Initiating
II. Planning
III. Executing
IV. Monitoring and Controlling
V. Closing

• 2.2- Project Management Knowledge Draws On Ten Areas
 Integration
 Scope
 Time
 Cost
 Quality
 Procurement
 Human resources
 Communications
 Risk management
 Stakeholder management

• 2.3- Project

2.4- Organization Breakdown Structure (OBS)

3- WORK BREAKDOWN STRUCTURE (WBS)
• 3- WORK BREAKDOWN STRUCTURE (WBS)

3- WORK BREAKDOWN STRUCTURE (WBS)

4- RESPONSIBILITY ASSIGNMENT MATRIX (RAM)
• 4- RESPONSIBILITY ASSIGNMENT MATRIX (RAM)

4- RESPONSIBILITY ASSIGNMENT MATRIX (RAM)

5- ACTIVITIES, GANTT CHART & NETWORK DIAGRAM
• 5- ACTIVITIES, GANTT CHART & NETWORK DIAGRAM

5- ACTIVITIES, GANTT CHART & NETWORK DIAGRAM

6-COST LEVELLING
• 6-COST LEVELLING
OVERHEAD COST = 20,000/Day
Activity Duration Cost (Rs.)
Normal Crash Normal Crash
A 2 2 10000 10000
B 14 12 353664 410000
C 33 31 651343 700000
D 8 7 278000 290000
E 29 28 463158 475000
F 2 2 10000 10000

6-COST LEVELLING
Act Duration Cost ∆
Cost
∆
Days
∆
Cost/Days
Days Shortened
Normal Crash Normal Crash
A 2 2 10000 10000 0 0 0
B 14 12 353664 410000 56336 2 28168
C 33 31 651343 700000 48657 2 24329
D 8 7 278000 290000 12000 1 12000
E 29 28 463158 475000 11842 1 11842
F 2 2 10000 10000 0 0 0
Days Cut
Project Duration 88
Increased Cost/Day
Direct Cost 1766165
Overhead Cost 1760000
TOTAL Cost 3526165

6-COST LEVELLING
• 6.1-Crash Act. ‘E’

6-COST LEVELLING
•6.2-Crash Act. ‘D’

6-COST LEVELLING
•6.3-Crash Act. ‘C’

7-RESOURCE LEVELING
Activity Normal Duration Crew Size
Normal Minimum
A 2 4 4
B 14 6 6
C 33 12 12
D 8 12 12
E 29 6 6
F 2 2 2
•7-RESOURCE LEVELING
•7.1-Trail-And-Error Resource Leveling-12 Workers Per Day
Maximum Crew Size = 12 Men per Day

7-RESOURCE LEVELING
Act Normal
Duration
Required
Worker
Days
Crew Size Work Days
Nor. Min. 1 to 2 3 to 16 17 to 49 50 to 57 58 to 86 87 to 88
A 2 4 4 4
(4)
B 14 84 6 6
(6)
C 33 396 12 12
(12)
D 8 96 12 12
(12)
E 29 174 6 6
(6)
F 2 4 2 2
(2)
Total = 762 Daily = 2 6 12 8 6 2
Check (4x2)+(6x14)+(12x33)+(12x8)+(6x29)+(2x2) = 762

8- QUALITY CHECK/CONTROL
 8- QUALITY CHECK/CONTROL
The observation techniques and activities use to fulfill requirement for quality.
Mechanism used, such as checks or tests that are performed to ensure that requirements are met.
• Project Procurement
Civil engineer & QC both are works done according to the requirements in the Scope of work, Condition
of Contract, Specification. And to execute the project as per such standards in no more no less. QC shall
make sure that all works to be executed as per standards and drawings.
• Drawing
QC will conduct periodical checks of revisions and issue log of drawings to staff to update them for the
new revisions. QC will withdraw uncontrolled copy of drawings.
• Materials
QC is Monitor the latest revision of Material Approval Request (MAR) by acquiring material log sheet
from Document Control. QC is to check materials upon arrival on site to verify compliance from the
approved MAR. QC is conduct site surveillance for the materials used on site.
• Qc Engineer
QC shall issue a Material Inspection for checking with the Engineer. QC verifies the size, thickness, color
shade and the supplier. Requirements from approved MAR shall be verified by means of such physical
check.

8- QUALITY CHECK/CONTROL
• Site Activity
QC is check and verifies the activity, material and tests by means of Inspections as detailed in
the MS and ITP. Stages of activity that will satisfy standard or requirements shall be written
on Checklist.
• R.C.C Works
QC check all works of R.C.C (Lintels, Slab) are done by according to specification of drawing
with include thickness of lintel, slab and steel check for according to the drawing
specifications
• Finishing Works
QC check the all finishing works of building according to drawing and specification and
check the materials will use in finishing works, specially check the ratio of mortar use in
plastering of walls and flooring.

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Construction Management Project

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