6. 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
7. 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
8. 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’
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
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
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
16. 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
31. 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
32. 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
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
Integration
Scope
Time
Cost
Quality
Procurement
Human resources
Communications
Risk management
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
•7-RESOURCE LEVELING
•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
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.