construction management mohamed al imam 2014(1)

Index

1

1

Index

2

2

Index

ORGANIZATION STRUCTURE

BREAK EVEN POINT

PROJECT STAGES

PRE TENDER STAGE

BIDDING THEORY

THE DECISION TO TENDER

PRICING PROCEDURE

COST RESOURCES

EFFICIENCY

6- CONSTRUCTION RATES

METHOD OF CONSTRUCTION STATEMENT

TENDER ANALYSIS

(FINANCE)

CASH FLOW

3

3

Index

( PRE CONTRACT STAGE

PRECONTRACT MEETING

CONTRACT SIGNATURE

PROJECT ORGANIZATION CHART

SITE LAYOUT PLAN

SHOP , AS BUILT DRAWINGS

SUBMITTALS

SUPPLIERSPURCHASE ORDERS

SUBCONTRACTORS

PROJECT TIME SCHEDULING

( - CONSTRUCTION STAGE)(SITE MOBILIZATION)

MANAGEMENT PROJECT COMMUNICATIONS

CO ORDINATION , FOLLOW UP

CONTROL

CRASHING

MATERIALS

PROCUREMENT

STORES

PAYMENTS

INCENTIVES

EQUIPMENTTS

DOCUMENTATION

CLAIMS

SAFTY ARRANGEMENTS

4

4

Part 1-Construction Management

5

5


6

6


TIME , COST , QNALITY

PLANING ORGANIZING

CONTROALDIRECTING

STAFFING

7

7


GOALSPOLICY

PROCEDURESSCHEDULES

RESOURCESDECISIONS

8

8


C..P.M

BAR CHARTS

9

9


10

10


11

11


12

12


METHOD STATEMENT

13

13


14

14


15

15

TIME , COST , QUALITY

16

16

17

17


18

18


19

19

JOP DESCRIPITION

UNIT RATE CONTRACT

CONTENGENCY

20

20

COST PLUS

LUM SUMP

CLAIM

21

21

PARTIAL LUM SUMP

22

22


23

23


24

24

25

25

(

)

CM

-

/slx.

62

62

BIG PEOPLE DISCUSS IDEAS

27

27

28

28

RECORDS

RECORDS

RECORDS

UPDATING

INQUIRIESQUOTATIONS

TENDER ANALSIS

COST , TIME , QUALITY

29

29

METHOD STATEMENT

SHOP DRAWINGS

CLAIMS

VARIATION ORDERS

30

30

FLOW CHART

RECORD

31

31

FLOW CHART

32

32

Flow C

harts of VB

Program

s

Equipm

ents Filing System

Change Password

Add

Edit

Delete

Project

Add

Edit

Delete

Code

Master

Search Equipments

Utility

Add

View

Edit

Delete

Equipment

by Project

by Code

by Serial No.

Specified Code

Company Equipm

ents

by Project

Spfd. Code

Project Equipments

License

Display

by Project

by Code

by Serial No.

Specified Code

Company Equipm

ents

by Project

Spfd. Code

Project Equipments

Detailed

by Project

by Code

by Serial No.

Specified Code

Company Equipm

ents

by Project

Spfd. Code

Project Equipments

BriefLicense

ReportsExit

EFS

3 3

3 3

34

34

3 5

3 5

Flow C

harts of VB

Program

s

Em

ployees Managem

ent System

Change P

assword

Add

Edit

Delete

Project

Master

Spfd. D

esignation

Spfd. D

esig. of a Proj.

Delete

Search

Utility

Add

View

Edit

Delete

Em

ployee

by Project

by Designation

by Serial N

o.

by License

by Nationality

Spfd. D

esignation

Com

pany Em

ployees

by Designation

by License

by Nationality

Spfd. D

esignation

Project E

mployees

Display

by Project

by Designation

by Serial N

o.

by License

by Nationality

Spfd. D

esignation

Com

pany Em

ployees

by Designation

by License

by Nationality

Spfd. D

esignation

Project E

mployees

Brief

by Project

by Designation

by Serial N

o.

by License

by Nationality

Spfd. D

esignation

Com

pany Em

ployees

by Designation

by License

by Nationality

Spfd. D

esignation

Project E

mployees

Detailed

Reports

Exit

EM

S

3 6

3 6

37

37

3 8

3 8

100

20

25

15

25

15

200

39

39


COST CONTROL

40

40


BREAK EVEN POINT

PROJECT OVERHEADOFFICE OVERHEAD

DIRECT COST

MARK UP

FIXED COST

x

x

41

41


x

42

42


43

43


TRIAL PITS

44

44


45

45


PRE TENDER STAGE

PRE CONTRACT STAGE

CONSTRUCTION STAGE

PRE TENDER STAGE :

METHOD STATEMENT

DIRECT COST

PROJECT OVERHEAD

OFFICE OVERHEAD

46

46


PRE CONTRACT STAGE

ORGANIZATION CHART

SITE LAYOUT PLAN

METHOD STATAMENT

SUBMITTALS & APPROVALS

SHOP DRAWINGS

CASH FLOW

CONSTRUCTION STAGE

SITE MOBILIZATION

47

47


QUALITY TIME COST

UPDATING

COST CONTROL

SNAG LIST

PREQUALIFICATION

48

48

Flow C

harts of VB

Program

s

Projects Data File

Ch

an

ge P

assw

ord

Utility

Add

Vie

w

Ed

it

Dele

te

Pro

jects

by C

on

tract D

ate

by P

roje

ct Valu

e

by D

ura

tion

by C

onsu

ltant

by C

lient

Wh

ole

Pro

jects

by C

on

tract D

ate

by P

roje

ct Valu

e

by D

ura

tion

by C

onsu

ltant

by C

lient

Sp

ecifie

d Y

ear

Disp

lay

Ara

bic

Eng

lish

by C

on

tract D

ate

by P

roje

ct Valu

e

by D

ura

tion

by C

onsu

ltant

by C

lient

Wh

ole

Pro

jects

by C

on

tract D

ate

by P

roje

ct Valu

e

by D

ura

tion

by C

onsu

ltant

by C

lient

Sp

ecifie

d Y

ear

Brie

f

by C

on

tract D

ate

by P

roje

ct Valu

e

by D

ura

tion

by C

onsu

ltant

by C

lient

Wh

ole

Pro

jects

by C

on

tract D

ate

by P

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by D

ura

tion

by C

onsu

ltant

by C

lient

Sp

ecifie

d Y

ear

Deta

iled

Re

po

rtsE

xit

PD

F

4 9

4 9

50

50

5 1

5 1


FLOW CHART

52

52


53

53


54

54


55

55


56

56


-

-

57

57


x

x

x

58

58


xx

59

59


60

60

////

/ :

00.09200.00700.0072/ 00.000,400.000,400.005,42

00.000,061,100.000,008,200.000,051,3

: %06%06%06

00.47100.02400.024 =2/ 00.100.200.2

%05%05%052/ 00.7800.01200.0122/

00.7800.01200.0122/

00.61100.08200.0822/

%06%06%06 00.47100.02400.0242/

00.100.200.2 00.47100.01200.0122/

%66%66%66 00.300.400.4

04.19100.26400.2642/ 02.47500.848,100.848,12/

00.100.200.22/ 00.300.800.8 04.19100.13200.1322/

%05%05%052/ 07.5900.13200.1322/

07.5900.13200.1322/

09.03900.907,200.907,2

: 00.050,100.050,100.050,1/ 2

00.004,100.004,100.004,1/ 2 06.931,132.95941.970,1 2 06.935,232.953,241.974,2/ 2

06.981,232.900,241.921,2/ 2 03.594,09158.839,12417.811,744/

03.549,02258.834,59417.816,025 06.098,14458.834,59417.816,025 66.970,68437.289,44585.086,275

38.930,34237.289,44585.086,2752/ 00.016,493,100.001,310,400.001,310,4

07.464,554,251.166,116,600.001,361,7

: 00.007,200.007,200.007,2/ 2

00.009,43200.000,76500.000,765/

00.002,300.002,300.002,3/ 2 00.004,87200.000,27600.000,276/

00.005,300.005,300.005,3/ 2 00.000,90600.000,53700.000,537/

00.057,300.057,300.057,3/ 2 00.057,71700.052,66800.052,668/

00.005,300.005,300.005,3/ 2 00.059,43300.005,80800.005,808/

00.00500.00500.005/ 2 00.058,7400.005,51100.005,511/

%05%05%05 00.00500.00500.005/ 2

00.000,9200.000,0700.000,07/

00.053,786,300.000,336,0100.000,336,01

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-ecirP\gnireenignE liviC\mamI lA demahoM\gnireenignE\:D

16

16

Part 2-Pre Tender Stage

62

62


BIDDING THEORY

63

63


MARGINAL ADJUSTMENT

64

64


THE DECISION TO TENDER

RESOURCES

65

65


C OST PLUSLUMPSUM

MEASURED

RETENSION

66

66


PRICING PROCEDURE

67

67

egatS redneT erP-2 traP

: :

: :

1

2

3

4

5

6

7

8

9

11

11

21

31

41

51

61

71

81

91

12

86

86


INITIAL PRE TENDER MEETING

PRE TENDER CHECK LIST

69

69


COST RESOURCES

70

70

2 / 14102/30/32

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

:

10.005,8

3.3820.38

6.553.891

7.710.101

0.0522.453

3.5150.58

1.818,10.521,2

7.147,17.32

5.868,510.925

7.682

0.000,87.662

0.386.55

7.6817.71

0.1010.052

3.3332.984

0.081.117,1

0.000,27.147,1

7.320.370,51

4.2054.88

3

0.005,7

0.0520.38

6.550.571

7.710.101

0.0525.213

2.3640.57

2.406,10.578,1

7.147,17.32

5.772,419.574

4.094

0.000,73.332

0.386.55

3.3617.71

0.1010.052

7.1922.734

0.072.794,1

0.057,17.147,1

7.320.284,31

4.9446.29

50.005,6

7.6120.38

6.557.151

7.710.101

0.0528.072

1.1140.56

3.093,10.526,1

7.147,17.32

6.686,219.224

2.596

0.000,6

0.0020.38

6.550.041

7.710.101

0.0520.052

1.5830.06

3.382,10.005,1

7.147,17.32

1.198,114.693

2.897

0.005,53.381

0.386.55

3.8217.71

0.1010.052

2.9220.953

0.554.671,1

0.573,17.147,1

7.326.590,11

9.9637.101

8

0.000,5

7.6610.38

6.557.611

7.710.101

0.0523.802

0.3330.05

4.960,10.052,1

7.147,17.32

1.003,013.343

0.6019

0.005,40.051

0.386.55

0.5017.71

0.1010.052

5.7819.603

0.545.269

0.521,17.147,1

7.326.405,9

8.6132.111

010.000,4

3.3310.38

6.553.39

7.710.101

0.0527.661

0.7620.04

6.5587.666

7.147,17.32

9.163,87.872

0.90111

0.005,37.611

0.386.55

7.187.71

0.1010.052

8.5417.242

0.536.847

3.3857.147,1

7.328.906,7

7.3524.711

:

1

0.005,37.611

0.086.55

7.187.71

0.1010.511

8.5411.351

0.536.847

0.0010.57

7.322.232,5

4.4715.94

20.002,3

7.6010.18

6.557.47

7.710.101

0.6113.331

6.0410.23

4.4860.001

0.577.32

1.538,42.161

1.153

0.000,3

0.0010.28

6.550.07

7.710.101

0.7110.521

3.2310.03

7.1460.001

0.577.32

0.175,44.251

4.254

0.008,2

3.390.38

6.553.56

7.710.101

0.8117.611

0.4210.82

9.8950.001

0.577.32

8.603,46.341

8.355

0.005,2

3.380.38

6.553.85

7.710.101

0.8112.401

5.1110.52

7.4350.001

0.577.32

7.709,33.031

3.656

0.003,27.67

0.386.55

7.357.71

0.1010.811

8.591.301

0.329.194

0.0010.57

7.326.146,3

4.1213.85

70.002,2

3.370.38

6.553.15

7.710.101

0.8117.19

0.990.22

6.0740.001

0.577.32

5.805,30.711

5.958

0.000,2

7.660.38

6.557.64

7.710.101

0.8113.38

6.090.02

8.7240.001

0.577.32

4.242,31.801

1.269

0.008,10.06

0.386.55

0.247.71

0.1010.811

0.573.28

0.810.583

0.0010.57

7.323.679,2

2.993.56

010.006,1

3.350.38

6.553.73

7.710.101

0.8117.66

0.470.61

2.2430.001

0.577.32

2.017,23.09

4.9611

0.005,1

0.050.38

6.550.53

7.710.101

0.8115.26

8.960.51

8.0230.001

0.577.32

1.775,29.58

8.1721

0.004,17.64

0.386.55

7.237.71

0.1010.811

3.856.56

0.414.992

0.0010.57

7.321.444,2

5.186.47

310.003,1

3.340.38

6.553.03

7.710.101

0.8112.45

5.160.31

1.8720.001

0.577.32

0.113,20.77

8.7741

0.002,10.04

0.386.55

0.827.71

0.1010.811

0.053.75

0.217.652

0.0010.57

7.320.871,2

6.275.18

510.001,1

7.630.38

6.557.52

7.710.101

0.8118.54

1.350.11

3.5320.001

0.577.32

9.440,22.86

9.5861

0.000,13.33

0.386.55

3.327.71

0.1010.811

7.140.94

0.019.312

0.0010.57

7.328.119,1

7.362.19

710.009

0.030.38

6.550.12

7.710.101

0.8115.73

8.440.9

5.2910.001

0.577.32

8.877,13.95

6.7981

0.0583.82

0.386.55

8.917.71

0.1010.811

4.537.24

5.88.181

0.0010.57

7.323.217,1

1.754.101

910.008

7.620.38

6.557.81

7.710.101

0.8113.33

6.040.8

1.1710.001

0.577.32

7.546,19.45

7.50102

0.0570.52

0.386.55

5.717.71

0.1010.811

3.135.83

5.74.061

0.0010.57

7.322.975,1

6.256.011

120.007

3.320.38

6.553.61

7.710.101

0.8112.92

5.630.7

7.9410.001

0.577.32

7.215,14.05

1.611

P -ecir

17

17

2 / 24102/30/32

:

1 :

.

2 :

=

/ 30

.

3

:

=

(3

* 30

/

3

)

/ 24

.

4 :

= (

15

.

+

100

.

+ 1000

.

+ 200

.

+ 20

.

) /

24

.

5 :

=

2%

*

14

/ 12

.

6 :

= (

375

.

+

50

.

)

/ 24

.

7 :

= 71

.

/

+ 20

.

/

+

10

.

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8

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60

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+

20

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24

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24

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=

05.

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+

)

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.

11

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= 00.1

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(

.

12

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= (

6

+ 4

+

+

2

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/

+ 52

= 77

*

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.

13

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3

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&

100

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= 19.

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6

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En

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.

P -ecir

27

27


MEANS

COST CONTROL

JOP EFFICINECY

OPERATOR EFFICIENCY

MECHANICAL EFFICIENCY

OVERALL EFFICIENCY

73

73


MATERIALS

RECORD

CODE

CEMENT

74

74


INQUIRY

QUOTATION

COMPARISON LIST

75

75


RISK

76

76


77

77


SITE VISIT REPORT

78

78


1

2

) ( 3

4

5

1) STIP LAIRT( 6

) ( 7

8

) ( 9

11

11

21

31

) ( 41

51 ) 111 (

61

) ( ) ( 71

81

91

12

12 : (

)

22

32

97

97


EFFICIENCY

JOB EFFICIENCY

80

80


%17 %67 %18 %48

%56 %17 %57 %87

%16 %56 %96 %27

%25 %75 %16 %36

: ) (

%

%23 8221

%86 12272

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:

7226

%61

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%11211 1823

%8 9223

%5 4122

%82 11

%2 721

%86 12272

18

18


EQUIPMENTS EFFICIENCIES

JOB EFFICIENCY

JOB EFFICIENCY

MECHANICAL EFFICIENCY

82

82


JOB EFFICIENCY

MACHINE AVAILABILITY

83

83


CONSTRUCTION RATES

84

84


WEIGHT FACTOR

FLOW CHART

85

85


DURATION

86

86


:

4 1 3 3

3 2 1 3 3

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53 1 2

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16 1 + 2 3

16 1 + 2 3

:

+ 2

3 3 1521

1

1

15 14

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921

17 1 + 2

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3

11 1 + 2

181 1 + 2

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7

39

39


8

:

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.

3

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1

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522 2

.

3 2

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1

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3

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56 1 + .

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1521

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"1 8 1 2+ .

% 12-% 11

:

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4 1 2+ . 2

3 1 2+ . 522

9 1 2+ . 2

7 1 2+ . 3

6 1 + . 4

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:

2 1 2+

522 1 2+

2 1 2+

521 1 2+

2 1 2+

2 1 2+

8

49

49


9

5222 1 2+

2 1 2+

+ +

2721 1 2+

+ +

+ 7521 1 2+

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:

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9

59

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11

:

61

18 1 + .

61

14 1 + .

5222

15 1 + .

22 52

52 1 + .

12 1 .

11 1 .

11

69

69

Flow C

harts of VB

Program

s

Construction R

ates Filing System

Change P

assword

Add

Edit

Delete

Code

Master

Search

Utility

Add

View

Edit

Delete

Construction R

ate

All C

odes

Specified C

ode

Display

All C

odes

Specified C

ode

Brief

All C

odes

Specified C

ode

Detailed

Reports

Exit

CR

FS

9 7

9 7

98

98

9 9

9 9


METHOD OF CONSTRUCTION STATEMENT

METHOD STATEMENT

100

100


NEW CONSTRUCTION TECHNIQUES

METHOD STATEMENT

RESOURCES

DURATIONS

101

101


102

102

1/1

PR

OJE

CT

NO

. 2-5

-58

NO

.D

ES

CR

IPT

ION

CO

NT

.U

NIT

WG

HT

CH

EC

KD

UR

./

Q

TY

F

AC

TR

DA

Y

Site m

obilization1.00

LUM

S0.000

320.000

Ext.w

orks with culvert,channel,pitching

1LU

MS

15.599

6015.599

Excavation of stores foundations

2,880M

36.035

30

6.035E

xc.of explosion walls foundations,s/s

421M

30.882

15

0.882M

3 R.C

onc.Found. :stores,walls,s/s

990M

320.745

75

20.745M

3 R.C

onc.Walls :stores,w

alls,s/s594

M3

15.213

9015.213

Cross beam

s for stores160

M3

4.098

45

4.098

S/S

Concrete skeleton

75M

31.921

30

1.921C

oncrete Works for A

ir Conditions room

s88

M3

2.254

212.254

Fixing of Roofs for stores , pathw

ays2,560

M2

5.364

455.364

Air C

onditions works , D

ucts for Stores

4LU

MS

9.313

309.313

Fixing of False Ceiling for stores

1,920M

23.129

45

3.129E

lectrical works for S

tores , F.A.S

ystem4

LUM

S3.492

45

3.492G

enerators , S/S

electrical works

1LU

MS

6.251

526.251

Steel D

oors 4

NO

S0.931

30

0.931S

tores concrete paths4

LUM

S1.630

30

1.630Filling round stores

4LU

MS

2.095

902.095

Painting W

orks1,500

M2

1.048

451.048

10

0.0

00

10

0.0

00

0.0

00

15

.71

71

1.7

37

6.1

80

0.3

46

170

.70

20

.34

6

7.8

00

17

.98

39

.18

01

3.3

69

5.0

71

6.4

37

6.1

79

160

.69

90

.69

80

.69

8

140

.46

60

.46

6

151

.63

0

121

.15

22

.34

0

133

.57

22

.67

9

4.6

56

112

.08

61

.04

3

91

.78

83

.57

6

104

.65

7

70

.96

10

.96

1

82

.25

4

5.0

71

61

.36

62

.73

2

5.0

71

30

.88

2

44

.14

98

.29

8

26

.03

5

8.2

98

55

.07

1

6/1

40

4

17.800

7.799

*0.000

4/1

40

45

/14

04

2/1

40

43

/14

04

7/1

40

4

HO

OK

MIS

SIL

E S

TO

RE

S T

IME

SC

HE

DU

E

8/1403

9/1

40

31

0/1

40

31

1/1

40

31

2/1

40

31

/14

04

8/1

40

4

CM

-

-

/Schedule

Eng.M

.Al Im

am

103

103

:2

- 5

- 58

:

/

/

1

900.00

330.00

Eexcavation of channel by excavatorExcavator+driver+2 labrs

200.004.50

Excavation then slopes+pitching,culvert parallel

875.00

2Pitching of sides , bottom

of channel3 Bricky+6 labrs

75.0011.67

Stones collected from m

ountains110.00

3Base, sides, top of r.concrete culvert w

. 25m.l.

2 Steel Fixers+3 labrs12.00

9.17R

ate for fixing rnft only,prepairing during shutter110.00

3Base, sides, top of r.concrete culvert w

. 25m.l.

2 Carpenter+ 3 labrs

5.0022.00

With Plain concrte footing w

ith 10 cm th.

2

2880.00

360.00

Buldozer cut through the rocky mountain

Buldozer+driver+2labrs150.00

19.20D

uration include opening water w

ays to valley3

421.00

330.00

Buldozer cut through the rocky mountain

Buldozer+driver+2labrs100.00

4.214

3

990.00

375.00

Durat.for fixing rnft, preparing rnft before

2 *(Steel fixer+2 labrs) works in a store

20.0049.50

2teams w

orks together first base to start walls quickly

2 loaders available all the project duration

2 *(carpenter+1.5 labrs) works in a store

50.000.00

Batch plant+c.pump+4 trucks+5 labrs for pouring,

Concreting

5 labrs+4 trucks+concrete pump

247.500.00

Group for concreting all activities+cleaning purpose

5

3

421.00

390.00

Durat.for fixing rnft, preparing rnft during shutter

4 *(Steel fixer+2 labrs) works seperete

24.0017.54

After found.,each steel fixer have one store

Shutter

4 *(carpenter+1.5 labrs) works separete

10.0042.10

After found.,each carpenter have one store

C

oncreting5 labrs+4 trucks+concrete pum

p 35.08

12.00Pouring each w

all on 3 slips, after a working day

6C

ross beams for stores

160.00

345.00

Rnft

2*(steel fixer+2 labrs) works seperate

12.0013.33

Crane available the w

hole duration of activityShutter

2 *(carpenter+1.5 labrs) works separete

4.0040.00

Concreting


40.004.00

7S/S C

oncrete skeleton75.00

330.00

Rnft


12.006.25

Shutter2 *(carpenter+1.5 labrs) w

orks separete4.00

18.75Footings+sem

elles+columns+roof+parapet

Concreting


15.005.00

Each activity poured separete 8

Concrete W

orks for Air Conditions room

s88.00

321.00

Rnft


18.004.89

Shutter3 *(carpenter+1.5 labrs) w

orks separete6.00

14.67C

oncreting5 labrs+4 trucks+concrete pum

p 22.00

4.009


ays2560.00

245.00

2 Labrs for drilling,2 with technician for erection

2(Technicians+4 labrs)65.00

39.38C

rane available the whole duration of activity

10Air C

onditions works , D

ucts for Stores4.00

30.00

Subcontractor agreed on the durationSubcontractor

30.0011


1920.00

245.00

Subcontractor agreed on the durationSubcontractor

45.0012

Electrical works for Stores , F.A.System

4.00

45.00Explosion proof conduits, w

ires , fixtures2*(Electrician+3labrs) , A Store/10 days

40.00

Smoke detectors w

ith F.A.system included

13G

enerators , S/S electrical works

1.00

52.00Subcontractor agreed on the duration

Subcontractor

50.00C


14Steel D

oors 4.00

30.00

Each team 2 stores , each store a w

eek2 * (2 Technicians + 3 Labrs)

28.00C


15Stores C

oncrete paths4.00

30.00

Each team 2 stores , each store a w

eek1* (2 C

arpenters+ concrete crew)

28.00Path devided pcs to avoid close store entrance

16Filling round stores

4.00

90.00Loader bring Soil , Labrs do levels, com

paction1*(Loader+4 labrs)

80.00Each store 15-20 days

17Painting W

orks1500.00

245.00

2 * (Painter+ labr)100.00

25.60W

alls fair face, 2 coats paint with som

e putty for repair

104

104


COST ESTIMATING

PRECAT

CONCRETE

PROJECT OVERHEAD

OFFICE OVERHEAD

105

105


INQUIRIES

QUOTATIONS

106

106

-ecirP

cibarA/

701

701


PROJECT OVERHEAD

108

108


OFFICE OVERHEAD

109

109


DIRECT COST

110

110


111

111


CREW

x x

112

112


113

113


x

x

x

x

x

x

xx

114

114

1/1

PR

OJE

CT

NO

. 2-5

-58

NO

.D

ES

CR

IPT

ION

CO

NT

.U

NIT

WG

HT

CH

EC

KD

UR

./

Q

TY

F

AC

TR

DA

Y

Site m

obilization1.00

LUM

S0.000

320.000

Ext.w

orks with culvert,channel,pitching

1LU

MS

15.599

6015.599

Excavation of stores foundations

2,880M

36.035

30

6.035E

xc.of explosion walls foundations,s/s

421M

30.882

15

0.882M

3 R.C

onc.Found. :stores,walls,s/s

990M

320.745

75

20.745M

3 R.C

onc.Walls :stores,w

alls,s/s594

M3

15.213

9015.213

Cross beam

s for stores160

M3

4.098

45

4.098

S/S

Concrete skeleton

75M

31.921

30

1.921C

oncrete Works for A

ir Conditions room

s88

M3

2.254

212.254


ays2,560

M2

5.364

455.364

Air C

onditions works , D

ucts for Stores

4LU

MS

9.313

309.313


1,920M

23.129

45

3.129E


tores , F.A.S

ystem4

LUM

S3.492

45

3.492G

enerators , S/S

electrical works

1LU

MS

6.251

526.251

Steel D

oors 4

NO

S0.931

30

0.931S

tores concrete paths4

LUM

S1.630

30

1.630Filling round stores

4LU

MS

2.095

902.095

Painting W

orks1,500

M2

1.048

451.048

10

0.0

00

10

0.0

00

0.0

00

15

.71

71

1.7

37

6.1

80

0.3

46

170

.70

20

.34

6

7.8

00

17

.98

39

.18

01

3.3

69

5.0

71

6.4

37

6.1

79

160

.69

90

.69

80

.69

8

140

.46

60

.46

6

151

.63

0

121

.15

22

.34

0

133

.57

22

.67

9

4.6

56

112

.08

61

.04

3

91

.78

83

.57

6

104

.65

7

70

.96

10

.96

1

82

.25

4

5.0

71

61

.36

62

.73

2

5.0

71

30

.88

2

44

.14

98

.29

8

26

.03

5

8.2

98

55

.07

1

6/1

40

4

17.800

7.799

*0.000

4/1

40

45

/14

04

2/1

40

43

/14

04

7/1

40

4

HO

OK

MIS

SIL

E S

TO

RE

S T

IME

SC

HE

DU

E

8/1403

9/1

40

31

0/1

40

31

1/1

40

31

2/1

40

31

/14

04

8/1

40

4

CM

-

-

/Schedule

Eng.M

.Al Im

am

115

115

1 / 123/03/2014

NO

TE

S :

1- DU

RA

TION

S TA

KE

N FR

OM

PR

OJE

CT S

CH

ED

ULE

, TO H

AV

E A

CTU

AL W

OR

KD

AYS

: CA

NC

EL FR

IDA

YS &

HO

LIDA

YS .

2- LAB

OR

SA

LAR

IES

TAK

EN

FRO

M LA

BR

CO

ST .

3- CH

EC

K FO

RM

ULA

S C

AR

EFU

LLY , DR

IVE

RS

OF E

QU

IP. C

ON

SID

ER

ED

WITH

TEC

HN

ICIA

NS

NO

.

AC

T.

CO

DE

AC

TIV

ITY

DE

SC

RIP

TIO

N Q

TY

U

NIT

SC

HE

D.

DU

R. /

DA

Y

SC

HE

D.

DU

R. /

MN

TH

AC

TU

AL

WO

RK

.

DA

YS

RE

QU

IR.

OU

TP

. /

DA

Y

TE

AM

OU

TP

. /

DA

Y

NO

OF

TE

AM

S

MO

DIF

.

NO

. OF

TE

AM

S

TE

CH

.

NO

/

TE

AM

LA

BR

NO

/

TE

AM

BA

SIC

SA

LA

R /

TE

CH

NIC

.

GR

OS

S

SA

LA

RY

/

TE

CH

NIC

.

BA

SIC

SA

LA

RY

/

LA

BR

GR

OS

S

SA

LA

RY

/

LA

BR

WO

RK

MS

H.

DIR

EC

T C

OS

T

/ AC

TIV

ITY

EQ

UIP

ME

NT

S

EQ

UIP

.

NO

EQ

UIP

ME

NT

PR

ICE

EQ

UIP

ME

NT

S

DE

PR

EC

IAT

. /

AC

TIV

ITY

DU

R.

TO

TA

L D

IRE

CT

CO

ST

/ AC

TIV

ITY

1E

xternal works w

.culvert , pitching1

LUM

S60.00

2.0052.00

0.0250.00

1.001.00

8.0014.00

1,500.002,400.00

850.001,500.00

80,400.00E

XC

AV

ATO

R1.00

450,000.0017,812.50

98,212.50

2E

xc.of stores foundations2,880

M3

30.001.00

26.00110.77

120.000.92

1.001.00

2.001,800.00

2,800.00850.00

1,500.005,800.00

DO

ZER

1.00500,000.00

9,895.8315,695.83

3E

xc.of explos.walls foundations,s/s

421M

315.00

0.5013.00

32.38100.00

0.321.00

1.002.00

1,800.002,800.00

850.001,500.00

2,900.00D

OZE

R1.00

500,000.004,947.92

7,847.924

M3 R

.Conc.Found.of stores,w

alls,s/s990

M3

75.002.50

65.0015.23

8.001.90

2.002.00

3.501,500.00

2,400.00850.00

1,500.0050,250.00

0.00

50,250.005

M3 R

.Conc.W

alls of stores,walls,s/s

594M

390.00

3.0078.00

7.622.00

3.814.00

2.003.50

1,500.002,400.00

850.001,500.00

120,600.00

0.00120,600.00

6C

ross beams for stores

160M

345.00

1.5039.00

4.102.10

1.952.00

2.003.50

1,500.002,400.00

850.001,500.00

30,150.00C

RA

NE

INC

LUD

ED

0.0030,150.00

7S

/S C

oncrete skeleton75

M3

30.001.00

26.002.88

2.101.37

2.002.00

3.501,500.00

2,400.00850.00

1,500.0020,100.00

0.00

0.000.00

20,100.008

R.C

oncr.for Air C

onditions rooms

88M

322.00

0.7319.07

4.622.00

2.313.00

2.004.00

1,500.002,400.00

850.001,500.00

23,760.000.00

0.0023,760.00

9Fixing of R

oofs for stores , pathways

2,560M

245.00

1.5039.00

65.6435.00

1.882.00

1.004.00

1,600.002,550.00

850.001,500.00

25,650.00C

RA

NE

INC

LUD

ED

0.000.00

25,650.0010

Air C

ondit.works , D

ucts for Stores

4LU

MS

30.001.00

26.00S

UB

CO

NTR

AC

TOR

664,000.000.00

0.00664,000.00

11Fixing of False C

eiling for stores1,920

M2

45.001.50

39.00S

UB

CO

NTR

AC

TOR

217,730.000.00

0.00217,730.00

12E


tores 4

LUM

S45.00

1.5039.00

2.002.00

1.003.00

1,800.002,800.00

850.001,500.00

21,900.00

0.0021,900.00

13G

enerators , S/S

electrical works

1LU

MS

52.001.73

45.07S

UB

CO

NTR

AC

TOR

435,000.00C

RA

NE

INC

LUD

ED

0.000.00

435,000.0014

Steel D

oors 4

NO

S30.00

1.0026.00

0.150.20

0.771.00

2.003.00

1,800.002,800.00

850.001,500.00

10,100.00C

RA

NE

INC

LUD

ED

0.00

10,100.0015

Stores concrete paths

4LU

MS

30.001.00

26.000.15

0.250.62

1.002.00

1,500.002,400.00

850.001,500.00

4,800.00

0.00

4,800.0016

Filling round stores4

LUM

S90.00

3.0078.00

0.100.10

0.511.00

1.004.00

1,500.002,400.00

850.001,500.00

25,200.00TR

UC

K1.00

170,000.0010,093.75

35,293.7517

Painting w

orks1,500

M2

45.001.50

39.0038.46

25.001.54

2.001.00

1.001,600.00

2,550.00850.00

1,500.0012,150.00

0.00

12,150.00E

xcavation Activities

75.002.50

65.000.00

0.00R

OLLE

R1.00

35,000.001,731.77

1,731.77300.00

10.00260.00

0.000.00

BA

R B

EN

DE

R1.00

25,000.004,947.92

4,947.92300.00

10.00260.00

0.000.00

BA

R C

UTTE

R1.00

25,000.004,947.92

4,947.92C

oncrete Equipm

ents,Concrete Team

300.0010.00

260.000.00

1.001.00

1.002.00

5.001,600.00

2,550.00950.00

1,650.00133,500.00

CO

NC

RE

TE P

UM

P1.00

1,200,000.00237,500.00

371,000.00300.00

10.00260.00

0.001.00

1.001.00

2.001,500.00

2,400.00

48,000.00

BA

TCH

PLA

NT

1.001,400,000.00

277,083.33325,083.33

300.0010.00

260.000.00

1.001.00

1.004.00

1,500.002,400.00

96,000.00TR

UC

K M

IXE

R4.00

350,000.00277,083.33

373,083.33360.00

12.00312.00

0.001.00

1.001.00

1.00

1,600.002,550.00

30,600.00LO

AD

ER

1.00370,000.00

87,875.00118,475.00

240.008.00

208.000.00

1.001.00

1.001.00

1,800.002,800.00

22,400.00C

RA

NE

1.00420,000.00

66,500.0088,900.00

Steel D

oors 30.00

1.0026.00

0.001.00

0.000.00

WE

LDIN

G M

AC

HIN

E1.00

40,000.00791.67

791.671.00

0.030.87

0.001.00

0.000.00

0.000.00

0.00

2,0

80,9

90.0

01,0

01,2

10.9

4

3,0

82,2

00.9

4

Act.

Co

de

CR

EW

Act.

Co

de

CR

EW

110

SU

BC

ON

TRA

CTO

R

21 * [B

ULD

OZE

R+D

RIV

ER

+2LAB

RS

]11

SU

BC

ON

TRA

CTO

R3

1 * [BU

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4) S

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LIS

T

Indirect Cost-T476

134

134

1 / 1 23/03/2014

DESCRIPITIONPROJECT

OVERHEDNOTES

A-RISK FOR :

1-UNEXPECTED INCREASE OF MATEIALS / EQUIPMENTS PRICE.2-UNEXPECTED INCREASE OF STAFF SALARIES.3-UNEXPECTED INCREASE FOR FOREIGN COINS. 100,000.004-UNSURE PRICE OF ANY OF SUBCONTRACTORS.

B-COST OF INSURANCE. 120,000.00

C-COST OF BID BOND.

TOTAL OF RISK & INSURANCE & BID BOND 220,000.00

DESCRIPITION OFF. OVER. NOTES

A-FINANCE FOR : COST TO OBTAIN REQ.CAPITAL [BANK1-EQUIPMENTS. 2,500,000.00 INTERREST] TILL MONEY RETURNS TO2-SITE MOBILIZATION BANK , ITEMS NOT NEEDED TO BE3-SALARIES TILL THE 1-ST BILL. OMITTED].4-ANY OTHER REQUIRED MATERIALS.

B-MAIN OFFICE COST : 250,000.00 1-PROJECT VALUE / PROJECTS EXPECTED DURING PROJ.DURAT. 2-PERCENT.FROM THE HISTORICAL DATA OF THE COMPANY. 3-PERCENTAGE FIXED BY MANAGERS.

HEAD OFFICE COST = FINANCE + MAIN OFFICE COST 2,750,000.00

DESCRIPITION OFF. OVER. NOTES

C-PROJECT PROFIT : 4,598,665.37

1-PERCENTAGE OF THE PROJECT DIRECT COST. 2-FIXED AMOUNT DECIDED BY MANAGERS

PROFIT PROFIT 4,598,665.37

INDIRECT COST :

1-EQUIPMENTS IND. COST 755,366.46 2-STAFF IND. COST 4,291,860.003-SITE MOBILIZATION IND. COST 524,500.004-SITE EXPENSES 311,900.00 5-RISK & INSURANCE & BID BOND 220,000.00 PROJECT OVERHEAD 6,103,626.46

6-OFFICE OVERHEAD 2,750,000.007-PROJECT PROFIT 4,598,665.37INDIRECT COST 13,452,291.83

6) HEAD OFFICE IND. COST LIST

5) RISK & INSURANCE & BID BOND

7) PROJECT PROFIT

Indirect Cost-T476

135

135


DISTRIBUTION OF MARK UP

DIRECT COSTNDIRECT COST

136

136


137

137

1/1

PR

OJ

EC

T N

AM

E :A

BO

U R

AK

A , B

AN

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]

CL

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: 9 - 9

-1999

PR

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: 30 M

ON

TH

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5.4.2S

UP

PLY

& IN

ST. O

F FIBE

RG

LAS

S M

ETE

R

CA

BIN

ET (60A

)1,115.00

No.

500.0020.00

15.00535.00

557,500.0022,300.00

16,725.00596,525.00

1.35674.00

47.00803,915.00

5.4.3S

UP

PLY

& IN

ST. O

F 60A K

WH

ME

TER

1,115.00N

o.280.00

5.000.00

285.00312,200.00

5,575.000.00

317,775.001.35

378.007.00

429,275.00

5.4.4S

UP

P.&

INS

T. OF FIB

ER

GLA

SS

ME

TER

C

AB

INE

T (100A)

86.00N

o.500.00

20.0015.00

535.0043,000.00

1,720.001,290.00

46,010.001.35

674.0047.00

62,006.00

5.4.5S

UP

PLY

& IN

ST. O

F 60A K

WH

ME

TER

86.00N

o.290.00

5.000.00

295.0024,940.00

430.000.00

25,370.001.35

391.007.00

34,228.00

5.4.6S

UP

P. &

INS

T. OF FIB

ER

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200A D

IST.

BO

X.0.00

No.

953.4020.00

15.00988.40

0.000.00

0.000.00

1.351,286.00

47.000.00

937

,640

.00

30,0

25

.00

18,0

15

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985

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1,3

29

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6.0

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1.00LS

0.00227,994.00

0.00227,994.00

0.00227,994.00

0.00227,994.00

1.350.00

307,547.00307,547.00

6.2S

AM

E A

S ITE

M 6.1 B

UT FO

R LT

1.00LS

0.0075,998.00

0.0075,998.00

0.0075,998.00

0.0075,998.00

1.350.00

102,516.00102,516.00

6.3C

OM

PLE

TE E

NG

G. &

DE

SIG

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F PO

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, SA

G

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.1.00

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37,999.000.00

37,999.000.00

37,999.000.00

37,999.001.35

0.0051,258.00

51,258.00

6.4S

AM

E A

S ITE

M 6.3 B

UT FO

R LT N

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1.00LS

0.0037,999.00

0.0037,999.00

0.0037,999.00

0.0037,999.00

1.350.00

51,258.0051,258.00

6.5S

UB

SO

IL INV

ES

TIGA

TION

& S

PE

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L FO

UN

DA

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1.00LS

0.0030,000.00

0.0030,000.00

0.0030,000.00

0.0030,000.00

1.350.00

40,468.0040,468.00

0.0

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TE

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1,329,531.441-EQ

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3-SITE MO

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PR

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1,329,510.00

OFFIC

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S + PRO

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PR

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6

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SU

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AT

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ANC

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00

00

7-PRO

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4,598,665.37%

PRO

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E 11.44%

59.2

3%

9.4

0%

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25.2

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ACTIVITIES W

.O O

VERH

DS TEN

DER

PRIC

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PR

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7,3

48

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%

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ER VALU

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Ma

t./Te

n.

La

br/T

en

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qu

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ACTIVITIES W

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3,4

52

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%

PRO

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ER VALU

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100

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% AD

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TO AC

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92

53

% O

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VALUE

25.22%T

ota

l

(

2)

TO

TA

L

TO

TA

L

Price-

-

2

138

138

1/123/03/2014

PR

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: DE

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UP

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OF

DIS

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WO

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CL

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: 21/0

5/2

002

PR

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CT

DU

RA

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4 M

ON

TH

S

DIR

EC

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T A

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AR

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(PH

AS

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IS

UN

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7.7

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7.7

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LIN

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EY

:

7.7.8.1.1S

urvey , Draw

ings, Staking of H

T, RO

W approvals etc.for H

T1.00

Lums.

7,629.00128,673.00

15,660.00151,962.00

7,629.00128,673.00

15,660.00151,962.00

1.148500008,762.00

165,766.00174,528.00

7.7.8.1.2sam

e as item no. 7.7.8.1.1 but for LT N

etworks

1.00Lum

s.1,140.00

19,227.002,340.00

22,707.001,140.00

19,227.002,340.00

22,707.001.14850000

1,309.0024,770.00

26,079.007.7

.8.2

EN

GIN

EE

RIN

G &

DE

SIG

N :

7.7.8.2.1

Com

pl.Engineer.,D

esign of poles and acc.for HT

1.00Lum

s.1,740.00

1,740.000.00

3,480.001,740.00

1,740.000.00

construction management mohamed al imam 2014(1)

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