construction management project

((PROJECT OF CONSTRUCTION PROJECT OF CONSTRUCTION MANAGEMENT)MANAGEMENT)

NAME: M.UMAR HAYATNAME: M.UMAR HAYATROLL #: BCEF14M023ROLL #: BCEF14M023

TABLE OF CONTENTSSr. 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 depthDamp proof coarse: 1 ½”thick PCC (1:2:4) + 2 coats of hot bitumen + polythene sheetFull foundation up to plinth level providedInternal finishes: Three coats of white wash/distemper paintExternal finishes: Three coats of Weather shield paint

SCHEDULE OPENING & AREASCHEDULE OPENING & AREAS.NO. ITEM SIZE SILL LEVEL

W.R.T P.LQTY 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 QUANTITIESS. Description of item No Measurement Quantity Remarks

No Length Breadth Depth

(ft) (ft) (ft) (cft) or (sft)

1Earthwork 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

2Earth work in filling under floors

over all area 1 49.91 26.325 0.541 710.8094858

Total 710.8094858 cft

BILL OF QUANTITIESBILL OF QUANTITIES

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 24.1875S5 1 2.75 2 0.75 4.125S6 1 3.75 3 0.75 8.4375S7 2 7.75 3 0.75 34.875S8 2 11.75 3 0.75 52.875

Total596.595 cft4 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

3rd step upto plinth level (P.L) 2 28.125 1.125 0.5 31.640625

4rth step upto plinth level (P.L) 2 28.5 0.75 3.375 144.28125

Total 268.865625 cft

(d) S1

1st step2 11.875 1.875 0.5

22.265625

2nd step2 12.25 1.5 0.5

18.375

3rd step upto plinth level (P.L)

2 12.625 1.125 0.5

14.203125

4rth step upto plinth level (P.L)

2 13 0.75 3.375

65.8125 Total 120.65625 cft


(c) S2

1st step 111.875 1.875 0.5 11.1328125

2nd step 1

12.25 1.5 0.5 9.1875

3rd step upto plinth level (P.L) 1

12.625 1.125 0.5 7.1015625

4rth step upto plinth level (P.L) 1

13 0.75 3.375 32.90625

Total 60.328125 cft

(d) S3

1st step1 12.875 1.875 0.5 12.0703125

2nd step1 13.25 1.5 0.5 9.9375


1 13.625 1.125 0.5 7.6640625


1 14 0.75 3.375 35.4375

Total 65.109375

cft


(c) S4

1st step1 11.875 1.875 0.5 11.1328125

2nd step

1 12.25 1.5 0.5 9.1875


1 12.625 1.125 0.5 7.1015625


1 13 0.75 3.375 32.90625

Total 60.328125 cft

(d) S5

1st step1 3.875 1.875 0.5 3.6328125

2nd step1 4.25 1.5 0.5 3.1875


1 4.625 1.125 0.5 2.6015625


1 5 0.75 3.375 12.65625

Total 22.078125

cft


(c) S6

1st step1 4.875 1.875 0.5 4.5703125

2nd step

1 5.25 1.5 0.5 3.9375


1 5.625 1.125 0.5 3.1640625


1 6 0.75 3.375 15.1875

Total 26.859375 cft

(d) S7

1st step2 8.875 1.875 0.5 16.640625

2nd step2 9.25 1.5 0.5 13.875


2 9.625 1.125 0.5 10.828125


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


2 13.625 1.125 0.5 15.328125


2 14 0.75 3.375 70.875

Total 130.21875

cft

G.Total 1370.349375 cft

BILL OF QUANTITIESBILL OF QUANTITIES5 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 sft6 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

BILL OF QUANTITIESBILL OF QUANTITIES S1 2 13 0.75 11 214.5

S2 1 13 0.7511

107.25

S3 1 14 0.75 11 115.5

S41 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

BILL OF QUANTITIESBILL OF QUANTITIES 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 cft7 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

BILL OF QUANTITIESBILL OF QUANTITIES 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

cft8 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 lbscft

BILL OF QUANTITIESBILL OF QUANTITIES9 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 sft10 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 cft11 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

BILL OF QUANTITIESBILL OF QUANTITIESBath-2 1 5 6 0.33 9.9TV Lounge 1 13 14 0.33 60.06Drawing Room 1 13 14 0.33 60.06Remaing interior area 402.87

Total 694.8375 cft12 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 1301.12Deduction

Columns 2 0.75 0.75 - 1.125

Total 1.6875

Net Total 1299.4325

BILL OF QUANTITIESBILL OF QUANTITIES13 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

Bath-2 (Short wall) 2 5 - 11 110

Bath-2 ceiling 1 6 - 5 30

open wide (long wall) 2 7.625 - 11 167.75

BILL OF QUANTITIESBILL OF QUANTITIES 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

BILL OF QUANTITIESBILL OF QUANTITIES14 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 sft15 Three coats of painting to doors , windows and

ventilators- - - - .(2 x Qty of

item No.14) =473.5 sft

Total 473.5 sft16 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 Bath-1 (Short wall) 2 5 - 11 110 Bath-1 ceiling 1 6 - 5 30

BILL OF QUANTITIESBILL OF QUANTITIES 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 Bath-2 (Short wall) 2 5 - 11 110 Bath-2 ceiling 1 6 - 5 30 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

BILL OF QUANTITIESBILL OF QUANTITIESDeduction

Doors 3 3.5 - 8.5

89.25Doors 3 2.5 7

52.5Windows 4 4 - 4

64Ventilators 6 2.5 - 1.5

22.5

Total 228.2517 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 Ventilators 2 2.5 - 1.5 7.5

Total 7.5 sftsft

Net Total 2524.8 sftsft

ABSTRACT OF QUANTITIES ABSTRACT 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 Timbr

Lime 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 foundationin 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 includingtwo coats of hot bitumen & 2 sheets ofPolythene.

25.576 204.6 154 - 5.6269 11.253 22.50765 51.15375 - - - - -

ABSTRACT OF QUANTITIES ABSTRACT OF QUANTITIES

5 Ist Class Burnt brick work in Superstructure in cement sand mortar (1:4)

2488.0 - 30 - 149.282 597.129 33588.506 2488.03 - - - -

6Reinforced cement concrete (1:2:4)

557.53 - 154 - 122.6 245.31619 490.63239 694.166 - - - -

7Roof insulation

- 945.96 - 9 21.2842 63.8528 3405.5 236.49 1891.93 397.3 - - - -

8Sand 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 - - - - -

ABSTRACT OF QUANTITIES ABSTRACT OF QUANTITIES 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 MATERIALSSr. # Description of item Total Quantity Approximate Units Rate Rs. Units

1 Cement653.96 523.154 524 Bags 500 262000

2 Sand 3121.66 - 3122 cft 3 9366

3 Coarse aggregate 1879.95 - 1880 cft 1.2 22564 No of Bricks 52088.22 - 52089 N0. 10 5208905 No of Brick Tiles 3405.48 - 3406 N0. 7 238426 Bitumen 287.64 - 288 kg 60 172807 PolyThene Sheet 2301.16 - 2302 sft 12 276248 Mild steel round bars 694.16 - 695 kg 40.5 28147.59 Mud 1108.11 - 1109 cft 100 110900

10 Timbr 26.02 - 27 cft 200 540011 Lime 132.88 - 133 kg 10 1330

12 Weather Shield 2524.80 - 2525 sft 10 25250TOTAL1034285.5

ABSTRACT OF ESTIMATED COSTItem No. Description No. Day Unit Unit of Rate Amount Rs.

1 Design 10000TOTAL 10000/-

2 Sub-Structure

2.1 Excavation Labour 5 5 500/day 12500

2.2 Earth Work FillingLabours 4 2 500/day 4000Mud Required Filling 26 Cft 100 2600

2.3 P.C.C In FoundationCement 122.4 Bags 500/bag 61200Sand 612 Cft 300/100 cft 1836Masson 4 2 800/day 6400

2.4 B/W In FoundationCement 47.2 Bags 500/bag 23600Sand 353 Cft 300/100 cft 1059Bricks (1st Class) 18500 10 185000Masson 4 10 800/day 32000Labour 4 10 500/day 20000

TOTAL 353664/-3 Super Structure

3.1 D.P.CCement 4.8 Bags 500/bag 2400Sand 12 Cft 300/100 cft 36Aggregate 23 Cft 1200/1000 cft 27.6Bitumen 52 Kg 60/kg 3120


Masson 2 2 800/day 3200Labour 2 2 500/day 2000

Shuttering 10000Steel Fixing 80000

3.2 B/W Super Structure

Cement 120 Bags 500/bag 60000

Sand 598 Cft 300/100 cft 1794

Bricks 33589 10 335890Masson 4 22 800/day 70400

Labour 4 22 500/day 440003.3 R.C.C Works

Cement 98.4 Bags 500/bag 49200

Sand 246 Cft 300/100 cft 738Aggregate 491 Cft 1200/1000 cft 589

Steel 695 Kg 40.5/kg 28148

Masson 2 3 800/day 4800Labour 8 3 500/day 12000Machinery (Rennet) 15000

TOTAL 651343/-


4 UtilityElectrical Works 40000Gas Works 18000

Sanitary Works 120000HVAC 100000

TOTAL 278000/-5 Finishing

5.1 Roofing Works Cement 17.6 Bags 500/bag 8800Sand 64 Cft 300/100 cft 192Bricks Tile 3406 7 23842Bitumen 237 Kg 60/kg 14220

Polythene Sheet 1892 Sft 12/sft 22704Mud 1 Cft 100/cft 100Masson/ Labour 5200

5.2 Flooring WorksSand 846 Cft 300/100 cft 2538Cement 28.8 Bags 500/bag 14400Sand 72 Cft 300/100 cft 216Aggregate 143 Cft 1200/1000 cft 172Cement 86.4 Bags 500/bag 43200Sand 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 GroupsI. InitiatingII. PlanningIII. ExecutingIV. Monitoring and ControllingV. 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

6-COST LEVELLINGAct Duration Cost ∆

Cost∆

Days∆

Cost/DaysDays 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-COST LEVELLING•6.2-Crash Act. ‘D’

6-COST LEVELLING

•6.3-Crash Act. ‘C’

6-COST LEVELLING

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 LEVELINGAct Normal

Duration

RequiredWorker

DaysCrew 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

7-RESOURCE LEVELING

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.

construction management project

Engineering