CONSTRUCTION cost or THE

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W6“ STATE COLLEGE
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ESTIMATE FOR BlDDlNGPufiposag".
INCLUDING AN 1371mm. op mg

GLADMN couury common“ ’ ~ ' 1

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Estimate for Bidding Purposes
Including
Inn Estimate of the Construction Cost
of

The Gladwin County Courthouse

A Thesis Submitted to

The Faculty of
MICHIGAN STATE COLLEGE

of
AGRICULTURE AND APPLIED SCIENCE

by

Emmons C. Engelhardt
M

Candidate for the Degree of

Bachelor of Science

March 1941

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The purpose of this thesis is to submit an estimate
for the cost of construction of the afore stated project
as prepared by the author, and to compare this estimate
with that of the successful bidder, and also a comparison
with the actual cost.

In this thesis it is desired to show the fundamentals
of estimating and to prepare an estimate by the carrying
out of the fUndamentals.

There are two general methods used in preparing an
estimate; one is to summarize all of the costs involved in
a unit quantity, and to multiply the number of units by
this cost. The other method is to calculate the cost by
total quantities, the quantity of each class of work is
computed as before, but the cost amounts for materials, for
labor, and for equipment are kept Separatethroughout the
estimate.

The first or unit quantity method was used by the
author, as the same was used by the successful bidder.

It should be noted that the original estimate, as pre-
pared by the successful bidder was prepared at a time two
years previous to the author's estimate. During this two
year period, cost of labor andmaterials have advanced
considerably. Therefore, in the preparation of this esti-
mate, cost were computed on the same basis as of the origi-

nal estimate and not of the costs at the present time.

A 9“! 21 "i “ '-"4
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The cost of materials was obtained from the Companies
or subcontractors which were awarded the contracts. Labor
costs were then computed by adding a percentage to the cost
of materials, arriving at unit cost for labor and materials.

An example of this would be in the case of stonework;
the cost of the stone per cubic foot was obtained from the
successful bidder-~The Detroit Cut Stone Co., to this was
added a percentage of the cost of the stone——estimated as
the cost required to lay the stone.

On the following pages can be found an estimate pre-
pared by the author. Also included is an estimate prepared
by the successful bidder, along with some of the actual
costs involved in the construction of the project. There-
fore, in the forthcoming pages, a general comparison can be
made between the author's estimate--the successful bidder's
estimate-~and the actual cost.

Any differences in the successful bidder's estimate
and the author's estimate may be considered to be almost
entirely due to a variation in the quantities of material
computed, as the same unit prices were used in both esti-

mates.

GLADWIN COUNTY COURTHOUSE

GENERAL CONDITIONS

Water, Light & Power 3 50.00
Temporary Heat 500.00
Protecting of Trees 25.00
Survey of Bldg. & Grounds 50.00
Barricades & Protection 100.00
Temporary Buildings ( 24' x 10')
28 pcs. 2x6" - 10' - 280 bd.ft.
42 " 2x4" - 6' - 168 " "
24 Ft. 1x6" - 10' - 120 " "
68 " 1x6" - 6' - 204 " "

772 n v @ $80./M 61.76
Work Table & racks ------------------- 5.00
Building paper ----------------------- 9.00
Two doors & Windows ------------------ 10.00
Cement Shed -------------------------- 100.00
Telephone 75.00
Sanitary Convenience 50.00
Watchman - 10 weeks @ $15. per week-- 150.00
Washing Windows 75.00
Test Borings 50.00
Rough Grading-- 75 yds. @ 50¢ 57.50
Removing black soil-~150 yds. @ 50¢ 75.00
Concrete Cylinder Tests 50.00
Removing Present Entrance 200.00
Trees to he renoved -—-9 3 $5. 45.00

1,718.26

 

 

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Brought Forward --------------------------------- 3 1,718.26
GENERAL EXCAVATING

150' x 80'
Main Building:

x9"-

48' x 114' x 7'6"
22' x 12' x 7'
18' x 16' x 7'6"
22' x 20' x 1'

555 cu.yds.@ 50¢ - 3 99.90

39,550!
1,850'
5,170!

440'

46,950 cu.ft.

1,755 cu.yds. @ 50¢ ~ 867.50
(Areaways included in above)

Excavating — footings:

112'6" x 5'6" x 1' - 594'
58' x 5'6" x 1' - 155'
80'6" x 5'6" x 1' - 282'
20' x 5'6" x 1' - 70'
50' x 2' x 1' - 103'
50' x 2' x 1' - 60'
56' x 2' X 1' — 72'
44' x 2' x 1' - 88'
20' x 1'6" x 1' - 50'
60' x 2' x 1' - ]?3'

1,549 cu.ft.

50 cu.yds. @ $2. - 100.00
Excavating - piers:
2 - 7' x 7' x 1'4" - 112'
2 - 6' x 6' x 1'5" - 90'
2 - 6'6" x 6'6" x 1'4" - 115'
1 - 7' x 7' x 1'4" -_112L

427 cu.ft.
16 cu.yds. @ $2. - 52.00

Excavating - septic tank:

20' x 10' x 10' — 2,000'

BACKFILLING

7

4 cu.yds. Q $1.75- 129.50

Gravel over drain tile:

588' x 2' x 2' — 2,752'

102 cu.yds. @ $2. — 204.00

Carried Forward ------------------------------ 5,151.16

 

Brought Forward ------------------------------- $ 3:151:16
WALLS
588' x 2' x 7' — 5,4-2'
200 cu. yds. 9 75¢ ---— 150.00
ROUGH GRADIN
588' x 20' x 6" — 5,880'
144 cu. yds. @ 75¢ -—-- 108.00
FIELD TILE DRAINS — 4"
BOO-Lineal ft. ~@ 25¢ ---- 200.00
STEEL'JOISTS'
20 p030 102‘16 00L. 17'8"
24 " 102-15 0.L. 16'8"
90 ” 102‘15 00L. 14'8"
10 " 81911 0.L. 2'8"
2 Headers 0.L. 2'6"
1 Header O.L.__5_'_4_"_
Weight ------------------- 8,956#
Top Lath - 2“
4 cold rolled 0.L. 12'
10 fl " 0.L. 11'6“
12 " " 0.L. 10'
50 " " 0.L. 9'4"
4 " " 0.L. _2L__
Weight ------------------- 445%
T017611 Yureight “““““ 9,381#-4:80000
Labor -------------- 50.00
CONCRETE FOOTINGS
112'6" x 5'6" x 1' - 594'
58' x 5'6" x 1' - 155'
86' x 5'6" x 1' 4 282'
20' x 5'6" x 1' - 70'
50' x 2' x 1' - 100'
50' x 2' x 1' - 60'
56' x 2' x 1' - 72'
44' x 2' x 1' - 88'
20' x 1'6" x 1' - 50'
60' x 2' x 1' - '
1,549' @ 40¢ 559.60 .44
Carried Forward--—---~----~-—-—---—--—-~‘~f--- 4’678’76

:91".

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Brought Forward —-—-; ........................ 4 44,678.76

CONCRETE PIERS

6'
2'2"
5!
2'2"
5'6"

2'2"

t<>£fi$4>$N

6'
2'2"
5:
2'2"
5'6"

2:2"

X N>4>$Ktfi

1:4" - 47v
1: _ 5:
1:5" _ 51:
1: - 5:
1'4" - 59'
l' _ g:
——-'-...
152' Q 40¢ 52.80

CONCRETE WALLS — Fuel Room

48'
46'

'rn'

\.
U‘J

22'
18'
58'
58'
11'
118'

CONC.

42' x
51' x

COI‘IC o

42' x

42'

CONC.

59' x
58' x

>1M><fit4>§fi><fi

1'
1'
1'
1'6"
1'
8n
1'
8"
8n

WALLS

11'6"

11'6"

EALLS

11'6"
11'6"

WALLS

11'6"
11'6"

x><x:a><x:s><x

X
X

7'6" - 545'
8' — 568'
8'6" — 452'
1' - 55'
5' - 54'
5' - 194'
8' - 248'
5' ~- 56'
5' - 594'
2,124' @ 50¢1,012e00

Front

1'6" - 725'
1'6" - 555'
Sides

1'6" - 725'
1'6" - 725'

Back
1'6"—1,018'

1:5"- §§§' .
4,594'0 50¢ 2,197.00

CONCRETE FLOORS - Basement

Carried Forward ................................

68' x 2' - 216 sq. ft.

@ 25¢ 54.00

58'x108'—4,104 sq.ft.

17'x 12'-

" 7!

4,508 " v 0 18¢ __775.44

6,770.00

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Brought Forward ------------------------------- $ 8,770.00
CONCRETE FLOORS - Bsmt.Cont'
6" - 20' x 16' - 520 sq.ft.
w p 5: x 14: _ 2Q n n
590 " " @ 20¢ 78.00
INTEGRAL WATERPROOFING

1% gal's./ cu. yd. conc.

4" - 216 sq. ft.- 72 cu.ft.
5""4,308 Y? H "’ 2,154 Onofto
6" - 590 " " - 145 " "
Walls --------- 4,594 " "
fl _________ 04 1' I!
8,889 " ""
550 cu.yds.
550 x 1% - 495 gal's @ $1. 495.00
Labor " " 0 10¢ 49.50

CONCRETE STAIRS

10' x 10' - 100'
15' x 5'6" - 46'
14' x 5' - 70'

8' x 6' - .481.
264 sq.ft. 9 60¢ 158.40

SIDEWALK

700 sq. ft. @ 50¢ 210.00
DOOR BUCKS

65 @ $4. 260.00

CONCRETE COL'S.-Basement

6 - 14" x 114" x 10'
84 cu. ft. @ 50¢ 42.00

CONCRETE BEAMS - First Floor

14" x 26" x 18' - 45'
14" x 22" x 12' - 24'
14" x 22" x 15' - 26'
14" x 22" x 19' - 58'
14" x 22" x 15' - 26'

 

Carried Forward--—-—-—-————+ ___________________ $10,062.90

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Brought Forward ------------------------------- $10,062.90
CONCRETE BEAMS - First Floor Cont'.

14" x 22" x 2' — 24'
14" x 26" x 18' — 45'
14" x 18" x 16' - 54'
12" x 12" x 20' - 20'
12" x 12" x 19' ~ 19'
12" x 12" x 19' - 19'
12" x 12" x 19' - 19'
12" x 12" x 19' - 19'
12" x 12" x 18' - 18"
12" x 12" x 18' - 18'
12" x 12" x 18' - 18'
12" x 12" x 18' - 18'
12" x 12" x 18' - 18'
12" x 12" x 18' - 18'
12" x 12" x 18' - 18'
12" x 12" x 18' - 18'
12" x 14" x 7' - 8'
12" x 14" x 12' - 15'
12" x 14" x 12' - 15'
12" x 16" x 10' - 15'
8" x 12" x 18' - 48'
12" x 18" x 10' -_15;
657 cu.ft. @ 50¢ 518.50
GROUNDS
5,000 @ 06¢ 180.00

SLABS - lst.Floor
Pan Construction
5" x 10"

2" - 15'6" x 59' - 605'

75' x 57' 2,775!

15'6" x 59' -._6951
5,985 sq.ft.@ 40¢],594.00

6" - 18' x 18' - 524 " " Q 55¢ 115.40

5" - 18' x 14' — 252'
19' x 10' - 1291
442 " " @ 50¢ 152.60

CONCRETE SLABS - Vaults - 6"

13'3" X 11' - 146'
8'6" x 11' - 94'
'13' X 16' - 2Q§l_
448 SQ. ft. @ 45¢ 201.60 ___
Carried Forward ------------------------------- 43I2:503000

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Brought Forward ...................

COLUMNS - lst. Floor

6 - 14" x 14" x 10' - 84 cu.ft.
@ 50¢

CONCRETE BEAMS - 2nd. Floor

14" x 22" x 105' - 210'
16" x 20" x 15' —,_55L
245 cu.ft.
@ 50¢

CONCRETE SLABS - 2nd. Floor
Pan Construction 2"

16' x 59' - 624'
16' x 59' - 624'
76' x 57' - 2,812'
4,060 sq.ft. @ 40¢

CONCRETE JOISTS - 2nd. Floor

12" x 10" x 7'6" - 18'
12" x 10" x 18' - - 87'
18" x 10" x 8' - 20'
12" x 10" x 18' — 58'
10" x 10" x 4'6" - 12'
10" x 10" x 59' -_1091,
295 cu.ft.
@ 50¢

SOLID SLAB - 2nd. Floor
10" 14' x 10' - 140' @ 60?

SLAB - 2nd. Floor (above)
Mezzanine

12' x 8' - 96' @ 40¢
CONCRETE SLAB - Roof
2" 16' x 59' - 624'
2" 76' x 57' - 2,812'
27 16' x 59' - 24'
2" 12' x 14' - 168'
4,228 sq.ft.
9 10¢

CONCRETE GUTTER - Rear Wall
72' x 1'6" x 10" ~ 87 cu.ft.@60¢

Carried Forward ...................

____________ $12,605.00

21.50

1,624.00

147.50

84.00

58.40

__..___;___.$15,125.70

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Brought Forward-------—; ...................... 315,125.70
CONCRETE SEPTIC TANK

Walls 44'8" x 8" x 8' -240'
' 15' x 6" x 6' - 45'
15' x 6" x 7'4£_§§fi,
540
cu. ft. @ 60¢ 204.00

VJOODEN BAFFLE .................. 5.00
CEMENT FINISH - Basement 1%"

41' X 5' - 12'
55' X 12' - 420'
11' x 6' - 66'
11' x 9' - 99'
18' x 10' - 180'

63'6" x 9' - 59'
11' x 11' - 121'
11' x 6' - 66'
31E3'6" x .5'5"—~ 60'
57' xlS'6"- 685'

9' x 8' - 72'
l()' x 14'6"- 145'

6' x 8' - 48'
15' x 19' - 285'
.122' x 9' - 108'
12'- x 99' —- 108'

25' x 4' - 12'
223" x 10' - 290'
24' x 8'6"- 204'
1C)' x 15' - 150'
-ES'6" x 2' - 11'
3163'6" x 15' - 215'
«153'6" x 10' - 155'
51' x 9' - 459'

35' x 5'6"- 11'
11' x 8' - 88'
12' x 15' - 156'
18'6" sc 6' - 111'
18' X 14' .. 224."-

4,620 sq.ft. @ 10¢ 462.00

CE'JENT FINISH - First Floor 1%"

8' x 4'6"- 27'
ll! x 10'6"- 115'
5' x 2' - 10'

 

Carried Forward~—I——. __________________________ $15,796.70

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Cont',

15'
10'
52'
24'
51
5:
12'
4:

16'6"
3',

28'
12'
13'
.15:
15'
11'

CEMENT BASE

MHNNHHNNNHKHNHKN

3" 165'

6"

FACE BRICK at 8

Fr ont:

Le 33 Openings

'20'

2, 292' X 7 ‘

Rear:-

Le SS Openings
2. 605'2: 7 - 18, 221 +1: 00 @ 554./M.l,0f70.35

x 28'9"

SZlcles: 42'

14'
42'
14'

\

x 24'6"
x 28'9"
x 24'6"

IJess Openings.
2.642! x 7 -- 17,794

cEitrri ed Forward ——————————————————————————————— 3'19 .110o93

-11-

Forward ------------------------------- $15,796.70
11' - 145'
12'6" - 125'
9' - 288'
9' - 216'
2' — lO'
5' - 25'
20' - 240'
5' - 20'
11' - 182'
5' - 9'
58' -1,624!
7'6" - 90'
12' - 156"
18' - 254!
12' - 156'
15' - 4"'
5, 815 sq.ft.@10¢ 581.50
@ 18¢ 29.54
@ 50¢ 6.00
24.00 Per M.
18'5" x 28'9" - 525'
1!%n x 29'6" - 52!
75! x 28'9" - 2,154!
18'5" x 28'9" - 525'
1%" x 29'6" - '
5,268'
_ '
16,044 @ $54./N. 866.58
18'5" x 28'9" - 525'
l'%" x 26'6" - 27'
72'6" x 50!9" - 2,255!
14'5” x 28'9" - 410'
1'6" x 75' - '
5, 505'

1,207!
545!
1,207!
1

5,100!

.. t
@ 554./N. 960.88

Brought Forward ............................... 319,110.95
FACE BRICK - Chimney 4n
42' x 4' - 168'
51'6" x 2'9“ - 88'
51'6" x 2'9" - 88'
15' X 4'5" - 64'
15' x 4'5" - 64'
16' x 4'5" - 68'
PARAPET
2'6" X 74' - 185'
2'6" x 148' - 570!
1' x 28' - 231
1,125' x 7

-12-

BRICKTILE WAINSCOTE - 5" X 8"

27' x 5' - 155'
185' x 5' - 925'
52' x 9' - 288'
24' x 10' - 240'
84' x 4'6" - 578'
45'6" x 5' -_2181
2,184'
2,184' x 5-2/5 - 8,008
@ $190./M.-
Caps - 510 0 8 $500./M.-
Base - 65 @ $500o/Mo-
SALT GLAZED TILE
150' x 5' - 650'
650' x 5-2/5 - 2,587
@ $1500/n0"
150' - Base 195 pcs.
@ $500./M.-'
150' - Cap Black 195 008.
0 $5oo./M.-
COVE BASE
188! - 282 pcs. @ $500./M-
404' - 606 " " "
CAP
92' x 5' - 460'
92' Cap

1,685'pcs.@5200./M.-
Cap - 142 w_ " 500./M.—

24.50

1,521.52

255.00
52.50

558.05
97.50
97.50

141.00
550.00

556.60
71,00

7—

Carried Forward ................................ $22,776.10

:. ..... 4
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4! C"

4' 73'

5' ’71:
+
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Brought Forward ———————————————————————————————— $28,776.10

CINDER BLOCK

4n

4“

4"

6"

2"

2"

6H

2"

6!!

2"

6!!

2n

4"

2'1

258'
+

21'
+

75'
+

54'

+
54!
58'
57!
86!
74!
18!

48'
+

16'
+

x 5'
1/9

x 5'
1/9

x 5'
1/9

x 5'
1/9

x 5'
1/9

x 10'
1/9

x 10'
1/9

x 10'
1/9

x 10'
1/9

x 10'
1/9

x 10'
1/9 ,

x 5'
1/9

x 5'
1/9

250! x 5!

+

250'
+

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00 00 OM

2‘3
CD‘Q
OO

CINDER BLOCK.LINTELS
8" x 12" X 200'

Carried Forward .............................. _.324,709.60

‘3
(NO

-13-

®

18¢

(9)

24¢

(8!)

18¢

Q)
to
,5
a.

@
[.1
03
Q

Q)
03
.4;
a.

a.
.1)

5 18¢

@ 18¢

@ 20¢

18¢

0 50¢

516.80
125.40
82.20
72.00
54.00
115.40
151.20
171.00
197.28
56.00
64.80
48.60
16.02'
256.00
250.80

100100

.
:n‘x‘,“fl.
I“ ..A:~‘a-J

U

n»."‘\‘ 1
Sign-id" J
1:! '2‘?
on. .3’-1
l 1 t‘
4' 14-‘
4" "'7

7‘.

.1.“
: ‘81
y ‘l,.
.t' 03‘
'1, 4
C” 61‘
'7'! 1‘"!
.‘ DJ

R'In"‘t 1

I'v'uJ.' 1

I”?
VCU

3:
1,200 5:

’ '7qn
0, NJ

on»... .6,

“MUM

9:

. 4-

’9

VCR“ n
“‘1’ of}

\‘A

\‘J' ..

I

H

'0
t

r .-\
LL.

Brought Forward ................................ $24,709.60
HOLLOW TILE - lst. Floor '

12! 142! x 8! — 1,156!@ 6240. 272.64
4! 142! x 5! - 426'@ 120. 51.12
4! 168! x 11! - 1,848'@ 120. 221.76
6! 12! x 11! - 152!@ 148. 19.55

12! 58! x 11! - 418'@ 240. 100.52
8! 64' x 11! - 704!@ 174. 122.50

12! 50! x 10! - 500!@ 202. 60.60

COMMON BRICK - Parapet

585 sq.ft. x 7! - 4,081
1,200 aq.ft. x 7! - 8,400
1,700 SQofto X 7' "'
. 24,581@ 42. 1,024.00

HOLLOW TILE - 2nd. Floor
12" x 8" x 12"
12" 502' x 18' - 5,456'

Less 20x50 - 1,QQQ_
4,456 pcs.
4,456 pcs. @ $195. - 865.02

Inside Partition:

4" 557' x 15' - 5,055'@ 120. 606.50
6" 57' x 15' - 855'@ 148. 126.54
12" 44' x 10' - 440'@ 195. 84.92
Fire Brick - Chimney:

207 sq. ft. x 7 -1,449 @ 100. 144.90
Flue Lining:

24! x 24! - 60! e 52.50 150.00
Tie too Anchors ,533'00
Damp Course:

110' x 10' - 1,100 sq.ft.

110' x 10' - 1,100 " "

80! x 10! - __8QQ ! !
5,000 ! ! @ 8¢ 240.00

FINISH STONE

 

22612! x 1'6%" x 4! - 116.2
Carried Forward ________________________________ 529,150.95

-15-

Brought_Forward ------------------------------- 829,150.95
Cont'. (Finish Stone) 1 I

218'6" x 2'6%" x 4" - 185.7
255' x 2' x 8" - 519
6' x 2'65" x 8" - 10
7'8" x 2'64" x 4" - 6.5
IButtresses:_
8'6" x 1!6l! x 8! — 17.5
5' x 1'62" x 4" - 5.1
1'2" X 6" X 8" " 09
7'10"x 2'6 " x 4" - 15.2
4'6" x 2'61" x 4" - 7.6
5'6" x 2'6," x 4" - 5.10
8'4" x 1' x 4'4"- 72.20
Main Entrance:
8"x lO"- 11"x 4 - 4.6

6"x 10"- 12"x 4 - 5.4
Carved Panel Over Entr.
7'10" x 5' x 4" - 15

'Front Elevation:

7!10! x 1!1l! x am? 56.10
4! 6! x 1!13! x 9!—

7!10! x 6' x 6§!3 15.
4! 6! x 6! x 62"

2! 6! x 1!1l! x 9! — 8.50
4! 6! x 1!12! x 9!- 60.
l' 8" x 2'5" x 6"

1! 8! x 2!5! x 6! 55.70
1' 8" x 2'5" x 6"

Name Panels:

8' x 2'6" x 6"
7' x 2'6" x 6"

6'6" x 2'6" x 6" 56.10
8' x 2'6" x 6"

Ashlar:
2'6" x 1'5" x 4" - 4.2

 

Carried-Forward-§ ------------------------------ .529,130.95

Brought Forward -------------------------------- 3 29,150.95

Carved Panel Over Win-

dow:

2'6" x 1'9" x 5" - 7.5

416n x 6" x 6;" -

-2'6" x 6" x 62" - 10.1
Rear Elevation:

8'4" x 6" x 6%" - 20
Coping:

16'6" x 8" x1'2%"- 26.2
‘76' x 1'6" x 4"- 58

32' X 2' xl'l—lfl- 7007

44' x 1' xl'l "- 48.7
161' x 1'2" x - 4"- 62.7
161'. x 1' x1'1%"- 177.9
Chimney Reducers:

1' x 1'4" x 1' - 2.8

2'2" x 1'4" x "4"- 5.1

2'4" x 1'4" x .4"-

5'5%"x 1' x 1'1"- 7.6

2'9" x 1' x 1'1"-

1,472. cu.ft.

of Stone @ $2.50 ~65,680.00
Labor 55% 1,515.55
GRANITE.
10'7" x 6" x 1'9" - 9'.5"
10'7" x 6"~x 1'5" - 6'.7"
10'7" x 6" x 1' - 5'.5"

2'6" x 6" x 1'5" - 5'.6"
10!7! x 6" x 1!4! ~350'.0!
52'8" x 6" x 1'4" - -

616" X 61' X Bl! _. at g?!

76'.9" .

76.9 cu.ft. of Granite @ 50¢ 584.50
Labor 55% 154.58

STEEL & IRON - Bsmt.Floor Plan
Fuel Room Door Frames:

4" x 5/16"§ 7'1" -

n n n n 478u

252#
78#

_ Carried Forward------4 ------------------------- -$54,645.56

4 4"

x
2 n n

-17-

Brought Forward -------------------------------- 3 54 , 645 . 56

Cont'. ( Steel & Iron-BsmtJ

2 5/16" x 18" Jambs 7' - 168#
1 " " " Header 4' - 48#
18 Lin.Ft. 5/4"X 11" Strap 60#
12 2%! x 2! x1! 2 Chips 72#

Areaway Entrance - Door
Frames:

4 6" S 10.5# Jambs 7'5" - 504#
2 6"8 ' Heads 5'4" - 70#
54 L1n.Ft. 5/8"xlz" Strap 102#

9 4"x4"x%" 5 5'6" - 527#
4 n u n n 4: .- 108#
5 1! '1 n n 516" .. 115#
4 " " " " 8'10" - 252#
1 5"x21"x1",§ 10'6" - 47#
75 %"x2" 1' - 150#
Louvres:
2 5"x5%"x5/16" [8-5' - 88#
2 5% "x5" x" " -" - 66#
‘2 4"x4" x" " -4'6" - 74#
2 5"x2%"x%" " -4'6" - 42#
12 %"x2" Anchors Welded - 24#
1 5"x5%"x5/16" @ -4'8" - 41#
1 4"15"x5/16" " -4'8" - 54#
4 4"x5"x1/4" " -4'6" g_194£_
' 2,586#
2,586# @ 6¢
Second Floor Framing Plan
Plan:
2 5![§'6.7# - 7! - 94#
2 5" " " - 5' - 40#
4 5"x5"x5/8" 1 Clips 5"- 12#
2 5"x5"x~" Anchors 2' - 20#
1 8"1 18. &1/4"x12"P1.
7'8" - 224#
16 4!!x5!xl!! As 5! 6" - 512#
8 1' 1! I! 5!6!! - 168#
9 5!x5~.'!!x5/16![s 8!10! - 695#
5 7" I 15. 5# 8'10" - 405#
5 5"x5%"x5/l6"§ 6'10" -- 180#
1 7"! 15.5# 6'10" - 105#
8 5"x5:33"x5/16"é 8'10" - 616#

Carried Forward ------------------------

O

 

854 ,798.72

-18-

Brought Forward ------------------------------ 354,798.72

Cont'. (Steel & Iron—
2nd. Floor)

20 5"x533"x5/16" A; 8'10" -1, 540#

50 4"x5"x1/4" "4' 6" - 780#
10 4"x5"x1/4" " 4' - 252#
4 " fl n 4: 6" _ 104#
On N 9 fl fl 4! ‘..4€4# '
I.B. 223,512,? + 6,0897%: £1,725.86

Cat Walk in Attic:

24" wide x 10' 1g. - 150#
Hangers from roof - 200#
2 §"xl%" Iron straps _22£,
577#-0 6¢ 22.62
Labor 10% 190.17

STEEL WINDOWS

4' 6" x 5'6"
7'10” x 5'6"
4' 6" x 7' "
7'10'3 7'
4' 6" 8'6"
7'10" 8'6"
4' 6" 5'6"
2' 6" 5'6"
- 2' 6"x 1'5%"
4' 6" x 7'

- 2' 6" x 4'6"
- 4: 6" x 8'6"
- 2' 6" x 6'

- 4' 8” x 2'7"
- 4' eflx 55'6"
- 4' 6” x 7'

- 2' 6" x 4'6"
- 4' 6" x 8'6"
_ 2' 6" x 6'
Cost ------------ 2,568.95
Labor 10% 256.90

FIRESHIELD DOORS.

l
NNfiEdN

ZWPODONHAFJMHODDNHAUDNHmIOW>NHPbD
I

2 - 5' X 7' @ $20. 40.00
' 10200

REINFORCING STEEL
22 tons @ $60. .1gs20.00g_

Carried Forward ------------------------------ $40,711.22

.19-

Brought Forward ------------------------------ § 40,711.22
“11 UJLRL SULLCfTI G - for .
Re nforcing steel $50.00
TIRE L338
6 x 6 - #10 - 5,500 sq.ft.
0 ;l. 26 66.78
Labor ------------------ 10% 145.68
STJZL PI’LLIS - Rental J 431.00
Laoor ------------------ 552 150.85
VAULT DOORS
2 0 $500. 00 1,000.00
Elected -------------- --lC%100.00
CAD J{ING
approx. 900' 0 10¢ 90.00
STEEL STAIRS 998.00
ORHALBTTAL LETAL 4,076.00
ROUGH HARDWARE 200.00
IFIZIISH *ARDLARE 1,500.00
ILARBLE
'Vestibule: .
4 1'6"x 9'10"x 7/8"
1 6'4"X 4MX 7/8"
1 6'4"x 1' 5"x 7/8"
4 2'6"x 9'10"x 7/8"
Lobby:
6 1'10"x 9' x 7/8"
4 6'5" x 6"x 7/8"
4 1' x 8' x 1-1/8"
5 2'4" x 9' X 7/8"
' 4 5'4" x 2' x 7/8"
Stair Hall:
5 4' x 9' x 7/8"
4 3'2" x 8'10"x 7/8'
8 1'7" x 4'10"}: 7/8"
1 5'5" x 7' x 7/8"
Carri ed For-yard ----------------------------- - $49,517.55

 

Brought Forward-—--—-—¢--_-_-_------_----_____$47,517.55

Cont'. Stair Hall

6 5'6" X 4'10" X 1-1/8"
1 175' X 4' 6" X {/8"
1 26' X 5' X 7/8"
8 9' X 1'. X 7/8"
25 4%"x 6'7" x 1—1/8"
7 4' X 6'7" X 1—1/8"
- 9 5'9" X 4" X 1-1/8"
2nd. Floor Corridor:
7 5'5" X 4" x 1-1/8"
1 5' x 1%" x 7/8"
12 1'4" X 9' X 7/8"
6 2'6" X 5' X 7/8"
Vest.#lOl-Black
4 1'8" X 6" X 1~l/8"
2 5'2" x ‘ 6" X 7/8"
Lobty #102
2 1'10"X 6" X 1—1/8"
12 2'll"X 6" X 7/8"
25 2' 8"X 6" X 7/8"
Closet #102-B
6 6"X 6" x 1-1/8"
1 l' X 6" x 1-1/8"
6 2'4" x 6'11" x 7/8"
Stair Hall #105
5 2'4" X 6" X 1-1/8"
1 2'8" X 6" X 1-1/8"
2 6' X 10" X 7/8"
1 205' x 6" x 7/8"
25 5%"x 6" x 1-1/4"
7 4"X 6" X 1-1/4"
Stools 8 55' X 15" X 1-1/2"
4 79' X 15" X 1-1/2"
16 52' X 6" X 1-1/2"
9 52" X 6" X 1-1/2"
5 86' x 9" x 1-1/2"
TOilet Room #209
6 21' X 50" X 7/8"
2 6' X5'10" X 7/8"
1 55' X4' 6" X 7/8"
1 6 " X4' 6" X l-l/4"
1' 182" X 7" X 1-1/4"
Room #209—A
2 4'4" X5' X 7/8"
4 4" X 4" X 1-1/8"
2 5'4" X 4" X 1—1/8"
Toilet Room #208 ’
1 6'2" X5' X 7/8"

Carried Forward ------------------------------- «3 47,517053

 

Brought Forward----—--~~-—-~~--~----«——--—~---$47,517.53
Cont'. Toilet Room #208

5' 5'10"

.L X X 7/8"
2 6" x 1' 1" x 7/8"
1 6" X F' X 7/8"
1 2'10" X 5' X 7/8"
Boom #208A
2. 4'4" x 5' x 7/8"
2 1'8" X 5' X 7/8"
2 4' X 6'7" X 1-1/8"
2 5'5" X 6'7" X 1—1/8"
Toilet Room #202 850
2 5'5" X 5' X 7/8"
1 4'5" X 5' X 7/8"
2 5'7" X 5' X 7/8"
1 7' X 5' X 7/8"
6 4' X 6'7" X 7/8"
Toilet Boom #.35A
4 2'9" X 5' X 7/8"
1 2'85" x 7" x 1-1/4"
2 45" X 6&7" X 1-1/8"
1 5'1" X 4' X 1~1/8"
Total Cost ------------------- 5 4,529.00
Labor ---------------------- 55% 1,515.15
ACOUSTIC TILE
57' x 14' - 518 sq.ft.
58'6" x 27'6" - 2,;35 n n
2,127 sq. ft. 0 5180. 582.86
Labor---—-----—-—-———-——+——--557 154.00
ASPHALT TILE
9'6" X 11' 9.1;" - ll...o5 Silofto
.12' X 11' 9;" - 141.
12' X 9' 9" - 117.
8'9" X 11' 5" - 100.
8'9" X 11' 5" - 100.
.18'9" X 10' 6" - 199.
6'5" X 9' 58.
.11' X 11' - 121.
11' X 6' - 660
3'4" X 18' 6" - 61.
37'6" X 18' 6" - 694.
8' X 15' - 120.
10' X 14' 6" 145

Carried

 

Forward ------------------------------- $55,818.54

Brought Forward —————————————————————————————— $55,818.54
AS PHJLT TILE Cont'.
6' X 8' - 48 sq.ft.
18' X 14'9" - 264 "
8' 7%"X 12' - 102 "
8'10" X 12' ' ~ 106.8 "
28' X 2' - 556 "’
24' x 8' - 192 "
10' 2" X 17' - 175. "
12' 9" X 8'1" - 102 "
2t 9" X 8'1" - 102 "
10' 2" X 15' - 155 "
27' X 10' - 270 "
24' X 8' - 192 "
5' 6" x 5' ~ 10.5 "
11' 5" x 8' — 90. ”
5' x 12' — 156 3
6' X 18' — 108 n
14' X 16' ~ 224
4' x 6' - 24 "
10' 6" x 11'5" - 118 3
4' X 6' - 24 n
11' X 15' - 145 u
12' 8" X 10'2" - 150 v
51' X 8'6"-~ 265.5 g
9' 6" X 24' - 22 . v
5' X 2' - 10 g
2' X 20'7" - 247.2 n
6' X 4' — 24 “
10'10" X 16'8" - 182 n
5' X 5' - 9 “
58' 6" X 27'6" ’160807 "
3' X 12' " 156 "
17' 9" X 13:3" " 23‘ "
11' 9" X 15 — 155 n
15' 5" X 11'9" - 150
Labor — 7,400 sq.ft.@ 10¢ . 740.00
GLI-SS & GLAZIKG

66 24XPOX? /16 Crys. g1.— —21.99'

2 .20X5/16" “14.58'
10 22x w0> 5/16 " " - 9.17'
10 24X62X5/16 " " ~10.55'
16 22X48X5/16 " " -11. z'
8 24X50X5/16 " n '- 6.66'
8 26X62X5/16 " " - 8.95'

 

Carried Forward ------------------------------ 4559,208.54H

Brought Forward

Cb]

GLASS & GLAZING —Cont'.

18x50X5/16
SGXEOXB/lG
24X48X5/16
26x48xZ/16
l4x52x5/16
lGxSZxZ/ls
26x63x5/16
BOXESxZ/lS
lBXSSXS/lG
14x60x3/16
28x20x3/16
14x42x3/16
28x18x3/16
26x52x3/16
54X52X3/16
rsxsgxz/la
36X18X3/16
24x46x5/16
20x46x3/l6
18x42x5/16
linBXS/lfi
léL4C13/l6
16x36X5/16
EGXSOXZ/lfi
lCXEBXS/lfi
l4xZOxE/16
EBXZEXZ/lG
18x3013/16

H

H

.4..

PJF‘ +4
mgwmmwmpoomwmmmpmpmmmmompmom

2,099 sg.ft. Q 18¢
Lr':.b0r 5:12 at Eq.ft.

2 24X66xZ/169.P
4 SCX54X3/l6P.P
2 24x5SXZ/169.P

:g. ft.

CI‘IKSoglo- 5.635q0ft.

fl
'1
fl
1!
fl
'1

, 7 s 9 18¢
Labor 9 6¢ sq.ft.

'1
fl
1?
'1

3332232333

:33

- 9.02 ”
- 6.40 "
- 5.46 "
- 3.05 "
- 5.78 n
— 8.67 n
- 8.67 n
~ll.7O n
"' 4067 u
— 1.55 n
- 5.2 n
— 1.40 n
-ll.2 u
- 5.2 n
- 4.76 n
— 4.50 n
" 6013 "
~- 6.38 n
— 5.8 n
" 7.00 n
- 8.94 n
- 8.00 n
"' 702 H
" 602 N
- 2.9 H
-24.8

 

Bflfi" Diffused Glass

FJXFG
3611576
f4x36
12x76
¢8136
33x36
('1 "7

loXo

0“ r r’.
(5- £-}\.L.‘ 6

U1FH§CQFH64>O)

H

- ?2 "
- 36 n
_ 18 u
_ 66 n
_ 56 fl
- g n
- 5 n
__ fl "
- 50 "
- 4.5 "
--82.5 "

-----‘—-----—---_—----‘-—-~-.—-c.uh_o .‘J

377.82
125.94

13.68

4.56

Carried Forvcrd ——————————————————————————————— $59,730.54

r..

Brought Forward ------ . ———————————————————————— 359.750.54

5/16" Diffused Glass-Cont'.

4 14158 -l4.8 Sq.ft.
4 36x14 ~10.l "
Labor @ 6¢ sq. ft. ‘ 16.79

P.P. WIRE CLASS
28 lSXlG - 37 sq.ft @ 81¢ 29.97
FINISH EOODHORK

asemcnt Doors

18 - 2'8"x8'1o"x13" 0 $12. ‘ 817.80
7 - 2'6"x6'10"xl;" 0 10.70 74.90
2 — 9'8"x6'10"xl§" 0 13.90 26.40
1 - 2'8"X6'10"X1}" @ 13.80 15.80
1 - 5'4"x6'10"x1;" 9 24.90 24.20

First Floor - Flush Inlay 7
4 - 5' x7' x12" 0 28.40 118.80

5 - Z'8"X7' xlj" @ 15.2’ 66.00
10 - 2'4"x7' x13" 9 13.10 151.00

Second Floor”

2 - 6’ x7' x142" ,

Flush Inlay . @ 56.80 115.60
2 - 2'8"x7' x 1%"

Flush Inlay @ 14.50 - 29.00
5 - 2'6"x7' x1-5/8",

Flush Inlay @ 15.20 66.00
1 - 2'10"x7' x 1%"

Walnut @ 18.50 . '18.50
1 - 2'10“x7' x 1%"

2-Pan @ 17.50 17.50
5 - 2'4”x7' x 12"

2—Pan 0 15.40 ' 67.00

1,550 ft.lin.pic.mold %x2-5/8 @5%¢ 47.25
160 " " 6" Base&8hoe W.0. @15¢ 20.80

 

100 ft.Wainscote Cap.W.0. C 6¢ 6.00
180 " n " Walnut @-9¢ 16.20

94 Hook Strip %"x3" W.O. » _@ 8¢ 5.64
20 Shelves ;"x12" W.O. 094¢ __4.80

Carried Forward ------ _ ......................... $60,916.05

Brought Forward ------------------------------ $60,916.05

12
42 Hook Strip va5" Y.P

POI-4 03 N) “>- H t0 M H 03 I'-’ 4 x} H H MMl-‘Cfl

a: ta r1 r4

(‘0

Carried Forward-é—---—-——----—---------7 ...... .361,4;4.55

Shelves §"x12" Y.P @12¢

@ 5¢
Toilet Doors 2'x4'6"xl-1/8” 006.00
Cabinet 2'5"x 12' '

Sets of Door Jambs & Trims 0815.50

Sets 1! '1 fl 7! fl8'6'1x
7'4" 0814.50
Set of Door Jamb & Trim 11'
x 7'4" 0818.00
Set of Sing.R811 Tr.2'6"x ,
3' _ 0 5.00
Sets of Door J.& Trim 2'8"
x 6'10" 0 7.00
" of Door " " " 2'8"
x 6'10" @ 7.00
" of Door J.& Trim 2'6"
x 6'10" 0 9.80
" of Door J.& Trim 2'6"
x 6'10" . 0 9.80
" of Door J.& Trim 2'6"
x 6'10" 0 9.80
" of Door J.& Trim S'x
6'10" - 0 9.80
Sets of Panel Door 5A 6'x
7'18" 0 21.50
Set f Panel Door 2'4"
x 7'x 1-1/8" 0 5.00
Sets of Panel Door S'x “
7'x 1-1/8” @ 7.80
" of Panel Door 2'8"
x 7' 0 7.40
" of Panel Door S'x
7' 69 7.40
Set of Panel Door J.&T. @ 7.00
Sets " Door J.&T. 2'6" x
7' @ 5.00
Set of " " " S'x7'x
1—1/8" 0 8.60
" of Door J.&T. 2'10"
x 7 — W&O @ 10.00
" of Door J.&T. 2'10"
x 7' X 1-1/8" 0 10.00
Sets of Door J.&T. 2'4"
x 7' x 1-1/8" Wal. 0 12.00
Sets of Door J.&T. 2'4"
x 7' x 1-1/8" 0 10.20
Set of Door J.&T. 2'4" x
7'X 1‘1/8" V1310 :32 12000

O

1.44
1.2
18.00
50.00
50.60

29.00

'18.00

5.00
49.00
49.00

9.80
29.40

9.80

9.80
45.00

5.00
51.20
14.80

22.20

7.00

10.00

8.80
10.00
10.00
24.00
20.40
12.00,

-26—

Brought Forward ------------------------------- $61,424.55

1 Set of Door lamb & Trim -2
Sides 3 'X7'-4-1/8n x 5%"
X 3/4" X 3-1/2" 08.8.

 

2 Sides W.0. 0 $7.40 7.40
Assembling of Jambs 9.75
F " Panels * 4.80
Cartage 55.56
Labor 585.10
SHEET METAL & ROOFING 1,500.00
LATHING & PLASTERING 5,197.00
TERRASZO . 1,657.00
PAINTING 1,646.00 .
10,640.61 10,640.61

 

TOTAL $72,065.16

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T3119t Lartitions $46.00

Rough Car :1try . 440.00
21.11“ Car -tz; 2,249.10
1.31;”. 11-10 r3 230.00
T1 132 Idrdmaro 1,500. 00
ltOCfi “6.; :- vuovt btal 1,300. 03

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I?ire extin~uizhors 175.00

 

£72,065.l6
P C Ll‘clbillty 8:. P101).
Damage ---- L ‘ 720.65
Surety 130110. 1‘.) 7;.00 05
7Q ,QCG’Q. 3'":
Profit 10$ A 7,""0 6;
Bl

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JACTUh “03T------~ ------ --v~~—-~- 75,032.28

I

SUCCESSFUL BIDDERS ESTIMATE - SCHEDULE
Actual-Cost

 

Estimate
General Conditions 3 2,170.00 $
Excavation & Backfill 979.50
Conc.Foot's. & Walls 5,189.31
Concrete Stairs 198.00
Concrete Bsm't.Fl. 975.20
Septic Tank 550.00
Drain Tile 510.00
Sidewalks 210.00
(Zonc.Cols.& Slabs (lst.F1.) 2,470.00
(Donc.0ols.& Slabs (2nd.F1.) 2,500.00
(Zonc.Cols.& Roof Slab 507.00
Clement Finish on FloorS 800.00
Clement Base 40.00
IFire & Common Brick 4,528.00
‘c11azed 2 Hollow Tile 5,950.00
Clinder Blocks 1,800.00
Ivire Brick & Flue Lining 510.00
Fiein.Stee1 mesh & Pans 2,550.00 2,100.00
EBar'Joist & Top Lath 685.00. 685.00
Vfaterproofing & Damp. 790.00 790.00
EYtone 4,755.00 4,650.00
‘Tault Doors 1,060.00 1,060.00
C3aulking 85.00 85.00'
ESteel Windows 2,400.00 2,550.00
C)rnamental Metal & Stairs 5,074.00 4,600.00

‘..I._.FLI5 . Hi.»

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H4. L.

Steel & Iron

Metal Doors

Toilet Partitions
Rough Carpentry
Finish Carpentry
Rough Hardware
Finish Hardware
Roofing & Sheetmetal
Lathing & Plastering
Acoustic Tile
Terrazzo

Marble

Asphalt & Rubber Tile
Painting

Glass & Glazing
Granite

Lightning Rods

Fire Extinguishers
Bond

Total

Profit —--5%
Total Bid

18. OS

 

 

2,200.00 5 2,150.00
45.00 45.00
565.00 565.00
400.00
2,952.00 2,952.00
150.00 150.00
1,500.00 1,500.00
1,500.00 1,520.00
5,597.00 4,960.00
522.00 522.00
1,799.99 1,700.00
6,600.00 6,450.00
5,000.00 5,000.00
1,880.00 1,880.00
625.00 625.00
517.00 517.00
175.00 175.00
175.00 175.00
580.00 580.00
76,465.00 Actual
_§+§2§;25 Cost
$80,288.25 $75,052.25

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MICHIGAN STATE UNIVERSITY Ll

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BRARIES
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