ESTIMATION PORTFOLIO Mohammed R. Qureshi
Strip Mall – Project Details
Strip Mall – Existing & Demolition Plan
Strip Mall – Demolition Plan
Strip Mall – Site Plan
Strip Mall – Foundation Plan
Strip Mall – Floor Plan
Strip Mall – Elevations
Strip Mall – Wall Details
Metals Quantities
Code
Description
Units
#
Length
Width
Height
Extension
Extension
Quantity
Units
125.36 32.24 33.08 136
L.F
Wt.per foot (pd)
Metals Columns W8x24
Extension
L.F
8 2 2 8
15.67 16.12 16.54 17
24 24 24 24 Total Height =
Beams W16x36
L.F
W10x22
L.F
8 4 2 4 2
22 18 20.39 18 16.39
36 36 36 22 22
176 72 40.78 72 32.78 Total Height =
Trusses; Bar Joist 28LH09
Tons
38
54
Frames
#
1
3
Steel-Dumpster Pad
S.F
6
Steel Studs
L.F
282
Galvanized Coping
S.F
Galvanized Cover Plate
S.F
1
18.4
326.68 L.F
L.F
393.56 18.87
Tons
0.145
7
1
#
6dia
6
56.52
S.F
17
4794
L.F
400
4
1600
S.F
146
54
7884
S.F
Masonry Quantities Code
Description
Units
#
Length
Width
Height
Extension Extension Entension Quantity
0.042113133050.0
BRICK VENEER
54' 54' 180'
6' 13.33'
LIME STONE
4 2 8
10" 10"
0.044310850100.0
S.F S.F L.F
0.040516300200.0
C.M.U
S.F
400'
2.67'
1068
0.033529600700.0
EIFS SYSTEM
S.F
398'
10'
3980
1296 180
Units
Concrete Quantities Code
Description
*
CONCRETE Concrete Dumpster Pad Patio Curb and Gutter a) Curb & Gutter b) Typical Walk c) P.C.C Curb Side Walk
*
Ramp
*
Spread Footings F1 F2 F3
* * *
*
Units
#
Length
Width
Height
Extension
# cu.ft
1 2
10' 15'
12' 54'
0.6' 0.67'
72.Cu.F 1085.4Cu.F
L.F L.F L.F sq. foot
12 8 2 1 2 2 1
19' 19' 19' 146' 54' 15' 25'
7.3' 5' 15' 5'
2
18.5'
5'
Total 0.9'
228 L.F 152 L.F 38 L.F 1065.8SqF 540SqF 450SqF 125SqF 2180 SqF 166.5 SqF
12 4 4
6 5 4.5
6 5 4.5
1.5 1.4 1 Total=
648 Cu.F 140 Cu.F 84.64 Cu.F 872.64 800Cu.F
Cu.F Cu.F Cu.F
Cu. F S.F
1 1
400
2
1
*
Concrete Grade Beam WF1 Concrete Slab
*
Transformer
Cu. F
1
5
5
0.5
Extension Entension Quantity
Units
2.66 40.2
Cu.yard Cu.yard
418 24 12 94.5
L.F
Total =
80.77 6.17
Sq. Y Cu. Y
Total =
32.32
Cu. Y
29.6
Cu. Y
12.5
Cu. F
Demolition and Site work Quantities Code
Description
Units
#
Demolition and Site work Remove Trees
#
7
Remove Asphalt
S.F
Length
Width
Height
Extension
Extension
Entension
C.F
26 24 24 24 42
50 50 50 50 50
1.5
1 4.5 Total filling
Excavation Spread Footings F1 F2 F3
12 4 4
6 5 4.5
6 5 4.5
3.67 3.67 4
2' on each side
Total = Excavation Grade Beams
400
2
1
2" on each side along width Total =
Bitumious Pavement
S.F
Subbase for Slabs
cubic foot
Total =
1
146
54
0.33 Total =
Remove Curb & Gutter
sq. foot
Units
7
Total = Site Grading
Quantity
32247 3583 19.5 30 24 12 94.5 333.33 6.67 3875.52 719.32 676 195.21 932 34.51 32247 3583 2601.72 96.36 667
S.F S.Y C.Y
C.Y C.Y C.F C.F C.F C.Y C.F C.Y S.F S.Y C.F C.Y S.F
Thermal Quantities Code
Description
Units
#
Length
Width
Height
Extension Extension Entension Quantity
THERMAL & MOISTURE PROTECTION
0.07211620132.0
Batt Insulator
S.F
1
398
10'
0.072510100401.0
Felt paper
S.F
1
398
1'
0.07251010047.0
Building Wrap
S.F
2 4
54' 146
1\2" 1\2"
0.07221610243.0
Plywood
S.F
0.0921163392.0
Studs
S.F
0.05422370404.0
Metal Canopy
Ea.
8
0.07050510442.0
Roofing Membrane
S.F
1
146'
0.0771231007.0
Downspouts
L.F
6
86'
0.071213200015.0
Rolled Bituthene
S.F
1
506
3980 398
15' 2'11"
1620 1752
398
5'
1990
398
9.5
3781
6"
8
1.625" 54'
7884 516 1'
506
Units
Job Overhead JOB OVERHEAD /GENERAL CONDITIONS Worksheet
ITEM
Include (1=yes)(2=no)
One time Unit for one Cost/Each or time cost #units
One time Cost
Cost per time Periods
Periods
Cost as a function of time
Cost per activity
Activity
Cost as Function of Activity
TOTAL
Personnel Superintendent
1
$1800/week
26 weeks
46800
Project Manager
1
$2000/week
26weeks
52000
Insurances Builders Risk
1
2400
Public Liability
1
7202
Performance Bond
1
8403
Equipment Floater
1
3001
Job Support Cost Job layout
1
Trailer 32' x 8'
1
per day
$1,100 $200
7 days
7700 5200
Computer CPM
1
$1,500
1500
Job photographs(per set)
1
$400
400
Clean up at the end of job
1
3001 137607
EQUIPMENT,TOOLS Forklift & Crew
$4000/month
6months
24000 TOTAL =
161607
Summary Division
(1=Yes) (2=No)
Labor $
Material $ Equipment $
Sum Labor,matl,Eq (Unadjusted)
Adjusted Labor Matl Eq Sum(for city)
TOTAL $
1 2 3 4 5 6
General Conditions Existing Conditions Concrete Masonary Metals Wood,Plastic,Components
1 1 1 1 1
25741.02 41611.22 18711.76 34238.85 68734.6
0 45950.98 14725.48 52935.13 39879.6
12707.42 1476.99 835.8 4127.73 0
38448.44 89039.19 34273.04 91301.71 108614.2
37833.26496 91265.16975 38180.16656 93310.34 114262.1384
37833.265 91265.1698 38180.1666 93310.34 114262.138
7
Thermal & Moisture protection
1
190322
13326.63
96.14
203744.77
210672.0922
41008.69
8 9 10 11 12 13 14 21 22 23 26 27 28 31 32 33 34 35 41
Openings Finishes Speacialities Equipment Furnishings Special Conditions Conveying Equipment Fire Supression Plumbing HVAC Electrical Communications Electronic Safety & Security Earthwork Exterior Improvements Utilities Transportation Waterway & Marine Material Processing
1 1
6787.68 5572
14143.32 1870.6
0 835.8
20931 8278.4
20763.55
20763.55 8278.4
44
Pollution Control Equipement
1 1 1 1
1 1
14,500 32639.76 54557.28 64648.8
15873.87
0
13784.13
29658
29658 22,000
Subcontracts General Conditions
161607
Company Overhead(markup)
57715
TOTAL/BID
882227.56
Company Characteristics Company Annual Volume(Labor,Material,Equipment, Sub,General Cond.)
$5,000,000
Annual Company Overhead Typical Average Project Duration Subcontracted Typical % of labor to Material Cost
$350,000 6 months 40% 50%
Profit (5%)
$44,111
$ AMOUNT
$101,827