6. SPECIFICATIONSSPECIFICATIONS
Clear height of rooms: 11â
Plinth level: 1â-6â
Thickness of roof slab: 4â
Parapet wall: 1â-0â (Clear height above roof tiles)
RCC lintel: 6â in depth
Damp proof coarse: 1 ½âthick 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
7. SCHEDULE OPENING & AREASCHEDULE OPENING & AREA
S.NO. ITEM SIZE SILL LEVEL
W.R.T P.L
QTY DESCRIPTION
1 D1 3.5âĂ8.5
â
- 3 Wooden panel single leaf
door
2 D2 2.5âĂ7â - 3
3 W1 4âĂ4â 3â 6 Steel panel glazed window
4 V1 4âĂ1â-
6ââ
10â-6â 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
8. CENTER TO CENTER LENGTHSCENTER TO CENTER LENGTHS
⢠L = 53.33â
⢠S= 29.25â
⢠S1= 13.75â
⢠S2= 13.75â
⢠S3= 14.75â
⢠S4= 13.75â
⢠S5= 5.75â
⢠S6= 6.75â
⢠S7= 10.75â
⢠S8= 14.75â
9. 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    Â
 L 2 56.66 3 2.5 849.9 Â
 S 2 26.25 3 2.5 393.75 Â
 S1 2 10.25 3 2.5 153.75 Â
 S2 1 10.75 3 2.5 80.625 Â
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
10. 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
15. 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
Â
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
Â
Total 130.21875
cft
 G.Total 1370.349375 cft
16. BILL OF QUANTITIESBILL OF QUANTITIES
5 1-1/2â 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
17. BILL OF QUANTITIESBILL OF QUANTITIES
 S1 2 13 0.75 11 214.5
Â
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 Â
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      Â
  Door-1 1 3.5 0.75 8.5
22.3125 Â
        Door-2Door-2 1 3.5 0.75 8.5
22.3125 Â
  Door-3 1 3.5 0.75 8.5
22.3125 Â
        Door-4Door-4 1 2.5 0.75 7
13.125 Â
        Door-5Door-5 1 2.5 0.75 7
13.125 Â
        Door-6Door-6 1 2.5 0.75 7
13.125 Â
  Windows 6 4 0.75 4
72 Â
18. BILL OF QUANTITIESBILL OF QUANTITIES
  Ventilators 4 2.5 0.75 1.5
11.25 Â
  Shelves 2 4 0.5 5
20 Â
  RCC lintels over        Â
 Â
  (i)door-1 3 5 0.75 0.5
5.625 Â
        (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 concreteÂ
(1:2:4) as in  roof slab,Â
lintels, columns, beams etc.,Â
(reinforcement will beÂ
measured separately) Â
          There is 9â bearing of both slabs on all walls
  Roof slab 1 53.66 29.25 0.333 522.661815
  Lintels          Â
  Doors 3 4.5 0.75 0.5 5.0625
19. BILL OF QUANTITIESBILL OF QUANTITIES
    3 3.5 0.75 0.5 3.9375
Â
  Windows 6 5 0.75 0.5 11.25
  Ventilators 4 3.5 0.75 0.5 5.25
Â
Shelves 5 5 0.75 0.5 9.375
Â
 Â
   Total 557.536815
 cft
8 Mild steel round bars asÂ
reinforcement includingÂ
cutting, bending, bindingÂ
and placing reinforcementÂ
in position
        6.75 lbs/cft steel 6.75 lbs/cft steelÂ
of 559.78 cft of 559.78 cftÂ
concrete = concrete =Â
3778.515Â lbs3778.515Â lbs
Â
Â
     Total 3778.515 lbs
cft
20. BILL OF QUANTITIESBILL OF QUANTITIES
9 Roof insulation comprising of 2 coats of hot bitumen,Â
4â thick earth filling, 1â thick mud plaster and 1-1/2âÂ
thick brick tiles jointed and pointed in cement sandÂ
mortar (1:3)
          Â
  Rooms 1 28.5 27.5 - 783.75 Â
 Â
     Total 945.96875 sft
10 Sand under floors           Â
  Bed Room-1 1 13 13 0.5 84.5
Â
  Bed Room-2 1 14.75 13 0.5 95.875
Â
  Kitchen 1 10 10 0.5 50
Â
Bath-1 1 5 6 0.5 15
Bath-2 1 5 6 0.5 15
TVÂ 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          Â
Â
  Bed Room-1 1 13 13 0.33 55.77 Â
  Bed Room-2 1 14.75 13 0.33 63.2775
Â
  Kitchen 1 10 10 0.33 33
Â
 Bath-1 1 5 6 0.33 9.9
21. BILL OF QUANTITIESBILL OF QUANTITIES
Bath-2 1 5 6 0.33 9.9
TVÂ 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 1-1/2â thick cementÂ
concrete (1:2:4) as top layerÂ
of floor, finished smooth
         Â
Â
  Bed Room-1 1 13 13 - 169 Â
  Bed Room-2 1 14.75 13 - 191.75  Â
  Kitchen 1 10 10 - 100
  Bath-1 1 5 6 - 30  Â
  Bath-2 1 5 6 - 30 Â
 TV Lounge 1 13 14 - 182
 Drawing Room 1 13 14 - 182 Â
Â
Remaing interior area    - 402.87
Â
 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          Â
Columns 2 0.75 0.75 - 1.125
    Total 1.6875
    Net Total 1299.4325
22. BILL OF QUANTITIESBILL OF QUANTITIES
13 ½â thick (1:3) cement sand plaster to wallsÂ
finished smooth
         Â
Â
  Inner side           Â
  Bed Room No.1 4 13 - 11 572  Â
  Room No.1 (Ceiling) 1 13 - 13 169  Â
  TV Lounge (Long wall) 1 14 - 11 154  Â
  TV Lounge (Short wall) 2 13 - 11 286  Â
  TV Lounge (Ceiling) 1 14 - 13 182  Â
  Drawing Room (Long wall) 2 14 - 11 308  Â
  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  Â
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-2Â ceiling 1 6 - 5 30
open wide (long wall) 2 7.625 - 11 167.75
23. BILL OF QUANTITIESBILL OF QUANTITIES
 open wide Short wall) 2 5 - 11 110 Â
 remaing interior area 1 23.41 - 18.625 436.01125  Â
 gate Columns 2 3 - 8 48 Â
Â
Long beam (internal side) 1 22.375 - 1.5 33.5625
Â
Â
Long beam (soffit) 2 10.8125 - 0.75 16.21875
Â
 Short beam (soffit) 2 7.25 - 0.75 10.875 Â
 Door jambs 6 0.75 - 7 31.5 Â
   6 0.75 - 8.5 38.25 Â
   3 0.75 - 3.5 7.875 Â
   3 0.75 - 2.5 5.625 Â
 Window jambs 12 0.75 - 4 36 Â
   12 0.75 - 4 36 Â
 Ventilator jambs 8 0.75 - 2.5 15 Â
Â
Â
  8 0.75 - 1.5 9
 Shelves 10 0.5 - 5 25
   10 0.5 - 4 20
Â
  12 0.75 - 4 36
Â
Â
Outer side          Â
left and right sides wall 2 54.41- 15 1632.3
24. BILL OF QUANTITIESBILL OF QUANTITIES
Â
(From 6â  below G.L. toÂ
roof)
    Â
Â
rear wall 1 30 - 15 450
Â
Front side wall (deduct theÂ
gate)
1 23 - 11 253
Â
     Total 7428.9675
Â
Deduction         Â
 Â
Â
Doors 3 3.5 - 8.5
89.25 Â
Â
Doors 3 2.5 Â 7
52.5
 Â
Â
Windows 6 4 - 4
96
 Â
Â
Ventilators 4 2.5 - 1.5
15
 Â
     Total 252.75
Â
     Net Total 7176.2175
Â
25. BILL OF QUANTITIESBILL OF QUANTITIES
14 Wood work as in           Â
   (i) 1 ½â thick wooden doors with chowkat,. 3 3.5 - 8.5 89.25
Â
   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 Â
ventilators
- - - - .(2 x Qty ofÂ
item No.14)Â
=473.5Â sft
Â
          Total 473.5 sft
16 Three coats of distempering/ white washing to wallsÂ
(Internal Side)Â
         Â
Â
  Bed Room No.1 4 13 - 11 572 Â
Room No.1 (Ceiling) 1 13 - 13 169  Â
  TV Lounge (Long wall) 1 14 - 11 154  Â
TV Lounge (Short wall) 2 13 - 11 286  Â
  TV Lounge (Ceiling) 1 14 - 13 182  Â
  Drawing Room (Long wall) 2 14 - 11 308  Â
Drawing Room (Short wall) 2 13  11 286  Â
  Drawing Room ceiling 1 14 - 13 182  Â
Bath-1 (Long wall) 2 6 - 11 132  Â
  Bath-1 (Short wall) 2 5 - 11 110  Â
  Bath-1 ceiling 1 6 - 5 30  Â
26. BILL OF QUANTITIESBILL OF QUANTITIES
  Kitchen 4 10 - 11 440  Â
  Kitchen ceiling 1 10 - 10 100  Â
  Bed Room-2 (Long wall) 2 14.75 - 11 324.5  Â
  Bed Room-2 (Short wall) 2 13 - 11 286
Bed Room-2 ceiling 1 14.75 - 13 191.75 Â
  Bath-2 (Long wall) 2 6 - 11 132 Â
  Bath-2 (Short wall) 2 5 - 11 110 Â
 Bath-2 ceiling 1 6 - 5 30  Â
 open wide (long wall) 2 7.625 - 11 167.75  Â
 open wide Short wall) 2 5 - 11 110 Â
 gate Columns 2 3 - 8 48 Â
 Long beam (internal side) 1 22.375 - 1.5 33.5625 Â
Â
Long beam (soffit) 2 10.8125 - 0.75 16.21875
Â
 Short beam (internal sides) 2 7.25 - 1.5 21.75 Â
 Short beam (soffit) 2 7.25 - 0.75 10.875 Â
 Door jambs 6 0.75 - 7 31.5 Â
   6 0.75 - 8.5 38.25 Â
   3 0.75 - 3.5 7.875
   3 0.75 - 2.5 5.625 Â
 Window jambs 12 0.75 - 4 36 Â
   12 0.75 - 4 36 Â
 Ventilator jambs 8 0.75 - 2.5 15 Â
   8 0.75 - 1.5 9
 Shelves 10 0.5 - 5 25
  10 0.5 - 4 20
    Total 4657.65625 sft
27. BILL OF QUANTITIESBILL OF QUANTITIES
Deduction        Â
Â
Doors 3 3.5 - 8.5
89.25
Doors 3 2.5 Â 7
52.5
Windows 4 4 - 4
64
Ventilators 6 2.5 - 1.5
22.5
    Total 228.25
17 Three coats of WeatherÂ
shield paint to walls.Â
(External side)
         Â
  Rear wall 2 30 - 15 900
  Left & Right side wall 2 54.41 - 15 1632.3  Â
        Total 2532.3 Â
  Deduction     Â
  Ventilators 2 2.5 - 1.5
7.5
 Â
 Â
    Total 7.5
  sftsft
      Net Total 2524.8   sftsft
28. ABSTRACT OF QUANTITIESABSTRACT OF QUANTITIES
Sr.Â
#
Description ofÂ
item
TotalÂ
Quantity
DryÂ
materialÂ
Cement Sand
CoarseÂ
aggregate
No ofÂ
Bricks
No of BrickÂ
Tiles
Bitumen
PolyTheneÂ
Sheet
MildÂ
steelÂ
roundÂ
bars
Mud
Timb
r
Lim
e
WeatherÂ
Shield Â
  (cft) (sft)
100Â
cft
100Â
sft
cft cft cft # # Kg sft Kg cft cft Kg sft
1
Excavation inÂ
Medium soil  - - - -
     - - - - - - - - - - - -
2 PCCÂ (1:4:8) 1291.4 Â 154 Â 152.98 611.940 1223.88 Â Â Â Â Â Â Â Â Â Â
               Â
3 Ist Class BurntÂ
brick work inÂ
foundation
in cement sandÂ
mortar (1:6)            Â
  1370.3  30 - 58.729 352.37  18499.6 1370.349    - - - - -
4
1 ½â thickÂ
PCCÂ (1:2:4)Â inÂ
DPCÂ including
two coats ofÂ
hot bitumen &Â
2 sheets of
Polythene. Â Â Â Â Â Â Â
  25.576 204.6 154 - 5.6269 11.253 22.50765   51.15375   - - - - -
29. ABSTRACT OF QUANTITIESABSTRACT OF QUANTITIES
5 Ist Class BurntÂ
brick work in Super
structure in cementÂ
sand mortar (1:4)    Â
  2488.0 - 30 - 149.282 597.129  33588.506 2488.03 - - - -
6
Reinforced cementÂ
concrete (1:2:4)    Â
  557.53 - 154 - 122.6 245.31619 490.63239     694.166 - - - -
7
Roof insulation    Â
Â
 - 945.96 - 9 21.2842 63.8528   3405.5 236.49 1891.93  397.3 - - - -
8
Sand under floors    Â
  845.2 - - - - 845.245       - - - - -
9 1 ½â thick cementÂ
concrete (1:2:4) inÂ
floors    Â
  162.45 1299.4 154 - 35.73439 71.46878 142.9375      - - - - -
10 1/2â thick cementÂ
plaster in cementÂ
sand mortar (1:3)    Â
- 7176.2 - 6 107.6432 322.9297 Â Â Â Â Â Â - - - - -
30. ABSTRACT OF QUANTITIESABSTRACT OF QUANTITIES
11 Wood work inÂ
door, windowsÂ
ventilators                 Â
 (Door) - 141.75 - - - - -      - 18.42 - - -
 (Window) - 95 - - - -       - 7.6   Â
12  White wash /Â
Distemper           Â
  - 4429.40 - - - -       - - 132.8 - -
13 Weather Shield
  - 2524.8 - - - -       - - - 2524.8
14
Earth filling underÂ
floors
- 710.8094 - - - - Â Â Â Â Â Â 710.81 - - - -
33. 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/-
34. 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
35. 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/-
36. 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
37. 2-DEFINE PROJECT & PROJECT MANAGEMENT
⢠2.2- Project Management Knowledge Draws On Ten Areas
ďź Integration
ďź Scope
ďź Time
ďź Cost
ďź Quality
ďź Procurement
ďź Human resources
ďź Communications
ďź Risk management
ďź Stakeholder management
58. 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
â˘7-RESOURCE LEVELING
â˘7.1-Trail-And-Error Resource Leveling-12 Workers Per Day
Maximum Crew Size = 12 Men per Day
59. 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
61. 8- QUALITY CHECK/CONTROL
ď 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.
62. 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.