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((PROJECT OF CONSTRUCTIONPROJECT OF CONSTRUCTION
MANAGEMENT)MANAGEMENT)
NAME: M.UMAR HAYATNAME: M.UMAR HAYAT
ROLL #: BCEF1...
TABLE OF CONTENTS
Sr. No. TOPICS
1 SCOPE (Drawing, Specification, Detailed Estimated Cost)
2 Define Project Management (OB...
SPECIFICATIONSSPECIFICATIONS
Clear height of rooms: 11’
Plinth level: 1’-6”
Thickness of roof slab: 4”
Parapet wall: 1’-0”...
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 Wo...
CENTER TO CENTER LENGTHSCENTER TO CENTER LENGTHS
• L = 53.33’
• S= 29.25’
• S1= 13.75’
• S2= 13.75’
• S3= 14.75’
• S4= 13....
BILL OF QUANTITIESBILL OF QUANTITIES
S. Description of item No Measurement Quantity Remarks
No Length Breadth Depth
(ft) (...
BILL OF QUANTITIESBILL OF QUANTITIES
3
P.C.C (1:4:8) in
foundation using crushed
or broken stones
Length & Breadth same as...
BILL OF QUANTITIESBILL OF QUANTITIES
(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 up...
BILL OF QUANTITIESBILL OF QUANTITIES
 
(c) S2
  1st step 1
11.875 1.875 0.5 11.1328125
  2nd step 1
12.25 1.5 0.5 9.1875
 ...
BILL OF QUANTITIESBILL OF QUANTITIES
 
(c) S4
  1st step
1 11.875 1.875 0.5 11.1328125
  2nd step
1 12.25 1.5 0.5 9.1875
 ...
BILL OF QUANTITIESBILL OF QUANTITIES
(c) S6
1st step
1 4.875 1.875 0.5 4.5703125
2nd step
1 5.25 1.5 0.5 3.9375
3rd step u...
BILL OF QUANTITIESBILL OF QUANTITIES
  (c) S8
  1st step
2 12.875 1.875 0.5 24.140625
  2nd step
2 13.25 1.5 0.5 19.875
 
...
BILL OF QUANTITIESBILL OF QUANTITIES
5 1-1/2” thick P.C.C (1:2:4) in
DPC including two coats of
hot bitumen & 2 layers of
...
BILL OF QUANTITIESBILL OF QUANTITIES
  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...
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   ...
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 0.7...
BILL OF QUANTITIESBILL OF QUANTITIES
9 Roof insulation comprising of 2 coats of hot bitumen, 
4” thick earth filling, 1” t...
BILL OF QUANTITIESBILL OF QUANTITIES
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
Re...
BILL OF QUANTITIESBILL OF QUANTITIES
13 ½”  thick  (1:3)  cement  sand  plaster  to  walls 
finished smooth
              ...
BILL OF QUANTITIESBILL OF QUANTITIES
  open wide Short wall) 2 5 - 11 110  
  remaing interior area 1 23.41 - 18.625 436.0...
BILL OF QUANTITIESBILL OF QUANTITIES
 
(From 6”  below G.L. to 
roof)
         
 
rear wall 1 30 - 15 450
 
Front side wal...
BILL OF QUANTITIESBILL OF QUANTITIES
14 Wood work as in                  
    (i) 1 ½” thick wooden doors with chowkat,.  ...
BILL OF QUANTITIESBILL OF QUANTITIES
   Kitchen 4 10 - 11 440   
   Kitchen ceiling 1 10 - 10 100   
   Bed Room-2 (Long w...
BILL OF QUANTITIESBILL OF QUANTITIES
Deduction             
 
Doors 3 3.5 - 8.5
89.25
Doors 3 2.5   7
52.5
Windows 4 4 - 4...
ABSTRACT OF QUANTITIESABSTRACT OF QUANTITIES
Sr. 
#
Description of 
item
Total 
Quantity
Dry 
material 
Cement Sand
Coarse...
ABSTRACT OF QUANTITIESABSTRACT OF QUANTITIES
5 Ist Class Burnt 
brick work in Super
structure in cement 
sand mortar (1:4)...
ABSTRACT OF QUANTITIESABSTRACT OF QUANTITIES
11 Wood work in 
door, windows 
ventilators                                  ...
QUANTITY OF MATERIALSQUANTITY OF MATERIALS
Sr. # Description of item Total Quantity Approximate Units Rate Rs. Units
1 Cem...
ABSTRACT OF ESTIMATED COST
Item No. Description No. Day Unit Unit of Rate Amount Rs.
1 Design 10000
TOTAL 10000/-
2 Sub-St...
ABSTRACT OF ESTIMATED COST
Item No. Description No. Day Unit Unit of Rate Amount Rs.
Masson 2 2 800/day 3200
Labour 2 2 50...
ABSTRACT OF ESTIMATED COST
Item No. Description No. Day Unit Unit of Rate Amount Rs.
4 Utility
Electrical Works 40000
Gas ...
ABSTRACT OF ESTIMATED COST
Item No. Description No. Day Unit Unit of Rate Amount Rs.
5.3 Wood Works
Doors 6 10000/door 600...
2-DEFINE PROJECT & PROJECT MANAGEMENT
• 2- DEFINE PROJECT & PROJECT MANAGEMENT
Our project is build a residential building...
2-DEFINE PROJECT & PROJECT MANAGEMENT
• 2.2- Project Management Knowledge Draws On Ten Areas
 Integration
 Scope
 Time
...
2-DEFINE PROJECT & PROJECT MANAGEMENT
• 2.3- Project
2-DEFINE PROJECT & PROJECT MANAGEMENT
2-DEFINE PROJECT & PROJECT MANAGEMENT
2.4- Organization Breakdown Structure (OBS)
3- WORK BREAKDOWN STRUCTURE (WBS)
• 3- WORK BREAKDOWN STRUCTURE (WBS)
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
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 ...
6-COST LEVELLING
6-COST LEVELLING
Act Duration Cost ∆
Cost
∆
Days
∆
Cost/Days
Days Shortened
Normal Crash Normal Crash
A 2 2 10000 10000 0 ...
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...
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 5...
7-RESOURCE LEVELING
8- QUALITY CHECK/CONTROL
 8- QUALITY CHECK/CONTROL
The observation techniques and activities use to fulfill requirement f...
8- QUALITY CHECK/CONTROL
• Site Activity
QC is check and verifies the activity, material and tests by means of Inspections...
Construction Management Project
Construction Management Project
Construction Management Project
Construction Management Project
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Construction Management Project

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project of construction Management (UCET, University of sargodha)

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Construction Management Project

  1. 1. ((PROJECT OF CONSTRUCTIONPROJECT OF CONSTRUCTION MANAGEMENT)MANAGEMENT) NAME: M.UMAR HAYATNAME: M.UMAR HAYAT ROLL #: BCEF14M023ROLL #: BCEF14M023
  2. 2. 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
  3. 3. 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
  4. 4. 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
  5. 5. 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’
  6. 6. 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
  7. 7. 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 24.1875 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
  8. 8. BILL OF QUANTITIESBILL OF QUANTITIES (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 step 2 11.875 1.875 0.5 22.265625 2nd step 2 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
  9. 9. BILL OF QUANTITIESBILL OF QUANTITIES   (c) S2   1st step 1 11.875 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 step 1 12.875 1.875 0.5 12.0703125   2nd step 1 13.25 1.5 0.5 9.9375   3rd step upto plinth level (P.L) 1 13.625 1.125 0.5 7.6640625 4rth step upto plinth level (P.L) 1 14 0.75 3.375 35.4375   Total 65.109375 cft
  10. 10. BILL OF QUANTITIESBILL OF QUANTITIES   (c) S4   1st step 1 11.875 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) S5   1st step 1 3.875 1.875 0.5 3.6328125   2nd step 1 4.25 1.5 0.5 3.1875   3rd step upto plinth level (P.L) 1 4.625 1.125 0.5 2.6015625 4rth step upto plinth level (P.L) 1 5 0.75 3.375 12.65625   Total 22.078125 cft
  11. 11. BILL OF QUANTITIESBILL OF QUANTITIES (c) S6 1st step 1 4.875 1.875 0.5 4.5703125 2nd step 1 5.25 1.5 0.5 3.9375 3rd step upto plinth level (P.L) 1 5.625 1.125 0.5 3.1640625 4rth step upto plinth level (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 3rd step upto plinth level (P.L) 2 9.625 1.125 0.5 10.828125 4rth step upto plinth level (P.L) 2 10 0.75 3.375 50.625 Total 91.96875 cft
  12. 12. BILL OF QUANTITIESBILL OF QUANTITIES   (c) S8   1st step 2 12.875 1.875 0.5 24.140625   2nd step 2 13.25 1.5 0.5 19.875   3rd step upto plinth level (P.L) 2 13.625 1.125 0.5 15.328125 4rth step upto plinth level (P.L) 2 14 0.75 3.375 70.875   Total 130.21875 cft   G.Total 1370.349375 cft
  13. 13. BILL OF QUANTITIESBILL OF QUANTITIES 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
  14. 14. BILL OF QUANTITIESBILL OF QUANTITIES   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  
  15. 15. 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 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
  16. 16. 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  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
  17. 17. BILL OF QUANTITIESBILL OF QUANTITIES 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
  18. 18. BILL OF QUANTITIESBILL OF QUANTITIES 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
  19. 19. BILL OF QUANTITIESBILL OF QUANTITIES 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 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
  20. 20. 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
  21. 21. BILL OF QUANTITIESBILL OF QUANTITIES   (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  
  22. 22. BILL OF QUANTITIESBILL OF QUANTITIES 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       Bath-1 (Short wall) 2 5 - 11 110       Bath-1 ceiling 1 6 - 5 30   
  23. 23. 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
  24. 24. BILL OF QUANTITIESBILL OF QUANTITIES Deduction                Doors 3 3.5 - 8.5 89.25 Doors 3 2.5   7 52.5 Windows 4 4 - 4 64 Ventilators 6 2.5 - 1.5 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               Ventilators 2 2.5 - 1.5 7.5               Total 7.5   sftsft            Net Total 2524.8   sftsft
  25. 25. 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     - - - - -
  26. 26. ABSTRACT OF QUANTITIESABSTRACT OF QUANTITIES 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             - - - - -
  27. 27. ABSTRACT OF QUANTITIESABSTRACT 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 - - - -
  28. 28. 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
  29. 29. 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 Cement 47.2 Bags 500/bag 23600 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 Cement 4.8 Bags 500/bag 2400 Sand 12 Cft 300/100 cft 36 Aggregate 23 Cft 1200/1000 cft 27.6 Bitumen 52 Kg 60/kg 3120
  30. 30. ABSTRACT OF ESTIMATED COST Item No. Description No. Day Unit Unit of Rate Amount Rs. 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 Cement 98.4 Bags 500/bag 49200 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/-
  31. 31. ABSTRACT OF ESTIMATED COST Item No. Description No. Day Unit Unit of Rate Amount Rs. 4 Utility Electrical Works 40000 Gas Works 18000 Sanitary Works 120000 HVAC 100000 TOTAL 278000/- 5 Finishing 5.1 Roofing Works Cement 17.6 Bags 500/bag 8800 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 Cement 28.8 Bags 500/bag 14400 Sand 72 Cft 300/100 cft 216 Aggregate 143 Cft 1200/1000 cft 172 Cement 86.4 Bags 500/bag 43200 Sand 323 Cft 300/100 cft 969
  32. 32. ABSTRACT OF ESTIMATED COST Item No. Description No. Day Unit Unit of Rate Amount Rs. 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/-
  33. 33. 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
  34. 34. 2-DEFINE PROJECT & PROJECT MANAGEMENT • 2.2- Project Management Knowledge Draws On Ten Areas  Integration  Scope  Time  Cost  Quality  Procurement  Human resources  Communications  Risk management  Stakeholder management
  35. 35. 2-DEFINE PROJECT & PROJECT MANAGEMENT • 2.3- Project
  36. 36. 2-DEFINE PROJECT & PROJECT MANAGEMENT
  37. 37. 2-DEFINE PROJECT & PROJECT MANAGEMENT 2.4- Organization Breakdown Structure (OBS)
  38. 38. 3- WORK BREAKDOWN STRUCTURE (WBS) • 3- WORK BREAKDOWN STRUCTURE (WBS)
  39. 39. 3- WORK BREAKDOWN STRUCTURE (WBS)
  40. 40. 3- WORK BREAKDOWN STRUCTURE (WBS)
  41. 41. 3- WORK BREAKDOWN STRUCTURE (WBS)
  42. 42. 4- RESPONSIBILITY ASSIGNMENT MATRIX (RAM) • 4- RESPONSIBILITY ASSIGNMENT MATRIX (RAM)
  43. 43. 4- RESPONSIBILITY ASSIGNMENT MATRIX (RAM)
  44. 44. 5- ACTIVITIES, GANTT CHART & NETWORK DIAGRAM • 5- ACTIVITIES, GANTT CHART & NETWORK DIAGRAM
  45. 45. 5- ACTIVITIES, GANTT CHART & NETWORK DIAGRAM
  46. 46. 5- ACTIVITIES, GANTT CHART & NETWORK DIAGRAM
  47. 47. 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
  48. 48. 6-COST LEVELLING
  49. 49. 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
  50. 50. 6-COST LEVELLING • 6.1-Crash Act. ‘E’
  51. 51. 6-COST LEVELLING
  52. 52. 6-COST LEVELLING •6.2-Crash Act. ‘D’
  53. 53. 6-COST LEVELLING •6.3-Crash Act. ‘C’
  54. 54. 6-COST LEVELLING
  55. 55. 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
  56. 56. 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
  57. 57. 7-RESOURCE LEVELING
  58. 58. 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.
  59. 59. 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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