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Aug. 10
Aug. 12
Aug. 18
Aug. 24
Aug. 30
Sept. 5
Sept. 11
Sept. 18
Sept. 23
Sept. 29
Oct. 5
Oct. 12



CRISTOBAL TO NEW YORK.



P. R.
.P. R.



R... Saturday. .
R.. . Saturday. .
R.. . Friday ....
R.. . Thursday. .
R... Wednesday
R... Tuesday.. .
R... Monday. . .
R. ..Sunday. . .
R. ..Saturday. .
R.. . Saturday. .
R... Friday ....
R.. .Thursday. .
R.. .Tuesday. . .



.Aug. 12
.Aug. 12
.Aug. 18
.Aug. 24
.Aug. 30
.Sept. 5
.Sept. 11
.Sept. 17
.Sept. 23
.Sept. 30
.Oct. 6
.Oct. 12
.Oct. 17



NEW YORK TO COLON.



Santa Marta. . . .
Prinz Sigismund.

Thames

Metapan

Prinz Joachim. . .

Zacapa

Prinz Eitel Friedrich

Trent

Almirante ......

Prinz Aug. Wilhelm

Oruba

Santa Marta. . . .
Prinz Sigismund.
Metapan
Prinz Joachim. . .



.U. F. C.
.H.-A...
.R. M...
.U. F. C.
. H.-A. . .
.U. F. C.
.H.-A...
.R. M...
.U. F. C.
.H.-A...
.R. M.. .
U. F. C
.H.-A...



,U. F. C
. H.-A. . .



.Thursday.
. Friday . . .
Saturday.
.Thursday.
. Saturday.
.Thursday.
. Friday . . .
.Saturday.
.Thursday.
.Saturday.
.Saturday.
.Thursday.
. Friday . . .
.Thursday.
. Saturday.



COLON TO NEW YORK.



Almirante

Prinz Aug. Wilhelm
Santa Marta. . . .
Prinz Sigismund .

Oruba

Metapan

Prinz Joachim . .

Zacapa

Prinz Eitel Friedrich

Clyde

Almirante

Prinz Aug. Wilhelm
Santa Marta



U. F.
. H.-A.
,U. F.
.H.-A.

R. M
.U. F.
.H.-A.
.U. F.
.H.-A.
.R. M

U. F.
.H.-A.
.U. F.



C . .Thursday.
. . . .Tuesday. .
C . .Thursday.
. . . .Saturday.
.... Tuesday. .
C . .Thursday.
. . . .Tuesday..
C .Thursday.

Saturday.

.... Tuesday. .
C . .Thursday.
. . . .Tuesday...
C . .Thursday.



.Aug. 3
.Aug. 4
.Aug. 5
.Aug. 10
.Aug. 12
.Aug. 17
.Aug. 18
.Aug. 10
.Aug. 24
.Aug. 26
.Sept. 2
.Aug. 31
.Sept. 1
.Sept. 7
.Sept. 9



.Aug. 10
.Aug. 15
.Aug. 17
.Aug. 19
.Aug. 22
.Aug. 24
.Aug. 29
.Aug. 31
.Sept. 2
.Sept. 5
.Sept. 7
.Sept. 12
.Sept. 14



NEW ORLEANS TO COLON.



Atenas. . . .
Turrialba. .
Abangarez .
Atenas. . . .
Turrialba. .
Abangarez .



.U. F. C.
.U. F. C.
.U. F. C.



Saturday.
Saturday.
Saturday.



.U. F. C. .Saturday.
.U. F. C. .Saturday.
.U. F. C. .Saturday.



. Aug. 5
.Aug. 12
.Aug. 19
.Aug. 26
.Sept. 2
.Sept. 9



COLON TO NEW ORLEANS.



225,470,053.26



Abangarez U. F. C . .Thursday.. .Aug. 10

Atenas U. F. C . .Thursday.. .Aug. 17

Turrialba U. F. C . .Thursday. . .Aug. 24

Abangarez U. F. C . .Thursday.. .Aug. 31

Atenas U. F. C . .Thursday.. .Sept. 7

Turrialba U. F. C . .Thursday. . .Sept. 14

Hamburg-American steamers leave Colon for New
York via Kingston at 10 a. m. on sailing dates. The
Prinz August Wilhelm and Prinz Joachim call at
Santiago de Cuba, on both outward and homeward
voyages.

The Leyland line steamer Etonian sails for Port
Limon and New Orleans on. or about, August 26.

Royal Mail steamers leave for New York on alter-
nate Tuesdays, at 10 a. m. ; for Southampton on alter-
nate Tuesdays at 10 a. m.

United Fruit Company's ships for New Orleans
direct leave on Thursdays at 3 p. m.; ships for New
York via Kingston on Thursdays at 11 a. in.; for
Bocas del Toro on Mondays at_6 p._m.



STATEMENT OF



CONSTRUCTION EXPENDITURES



TO JUNE 30, 1911

(Part II of The Canal Record, August 9, 1911.)



STATEMENT OF CONSTRUCTION EXPENDITURES TO JUNE 30, 1911.



Table No. 1.

Includes administrative and general expenses, but does not include general items or expenditures for sanitation, hospitals, or civil government.





Fourth Quarter, Fiscal Year 1911.


II

To March 31. 1911




Total to June 30, 1911.


Items.


Quantities.


Amount.


Unit
Cost.


Quantities.


Amount.


Unit
Cost.


Quantities.


Amount.


Unit
Cost.


Atlantic Division —


Cubic Yards.

18S.669

14,350

1,444,450


$113,244.03

5.224.61

348,520.65


$0.6002
.3641

.2413


Cubic Yards.

1.568,457

14,255

22,527,678

1,544.202

33,024

131,092


$1,071,393.50

$3,640.16

5.299,054.13

1,096.180.59

65,166.95

1.063.499.40

9.335.98

1.508.28


$0.6831
.2554
.2352

$0.7099
1.9733
8.1126


Cubic Yards.

1,757.126

28,605

23,972,128

1544,202,
36,968
143,747


$1,184,637.53

8.864.77

5,647,574.78

1,096.180.59
75.779.89

1.149.289.13
19.831.19
8,093.23


$0 6742




3099




2356


Galun Spillway —


7099




3,944

12.655


10.612.94

85.789.73

10.495.21

6,584.95


$2 6909
6.7791


2 0499




7 9952






8 Back filling


5,717


1.1518


8,937


.1688


14.654


5523






Total




$113,482.83






$2,235,691 20






$2,349,174.03




Gatun Dam —






38,425
6,812.850
6,689.601

40.411


$20,041.19

2,748,291.78

1,829,236.75

14.719.69


$0.5216
.4034
.2734
.3642


38,425
7,453,727
7,909,615

40,411


$20,041.19

3,041,510.93

2,095,449.24

14,719.69


$0 5216


10 Dry tilling


640,877
1.220,014


$293,219.15
266,212.49


$0.4575
.2182


4081








3642












Total




$559,431.64




| $4,612,289.41 \




$5,171,721.05





Galun Locks —




*$5,783.05

3,235.15

82.501.71

*6.61

18,764.75

1,290.025.15

205,645.62

65,658.95

3,101.25


$1.9369

2.2895
6.7714


4.555.395

488.533

143,829

40,117


$3,089,734.63

89,476.27

280,740.19

15,233 34


$0.6783

.1830

1.9519

.3797


4,555,395

488,533

186,425

40.117

8.196

1.424,940


$3,083,951.58

92,711.42

363,241.90

15,226.73

18,764.75

10,263,770.12

980,862.46

318,868.21

3.101.25


SO. 6770






15 Preparing foundations, excavation


42.596


1.9485
3796


17 Preparing foundations, concrete piling.


8.196
190,510






1,234,430


8,973,744.97
775,216.84
253.209.26


7.2695


7 2029






20 Backfilling


193,284
2,717


.3397
1.1414


346,575


.7306


539,859
2,717


5906




















$1,663,142.92






$13,477,355.50






$15,140,498,42




Gatun-Mindi Levee —
22 Dry fill








177,158
20,398


$68,985.15
3,483.32


$0.3894
.1708


177,158
20,398


68,985.15
3,483.32




23 Hydraulic fill






























$72,468.47






$72,468.47






125,897


$86,748.50


$0.6890


233.993


$578,634.15


$2.4729


359,890


$665,382.65


1 8488










$2,889,795.18






$27,350,526.52






$30,240,321.70
$3,620,051.46




25 Plant and equipment to be absorbed in


































$33,860,373.16




Central Division —


4.278,626
acres 70


$2,693,027.61
277.59


$0.6294
$3.9656


73.059.609
acres 2210


64,299.578.91

139,038.82

9,798.40

4,178.73


$0.8801
$62.9134


77.338,235
acres 2,280


$66,992,606.52

139,316.41

9,798.40

6,224.44


$0 8662


27 Clearing Canal line, without excavation


61. 1037




146


2,045.71


14.0117


874


4.7811


1,020








Total construction cost. Central Division




$2,695,350.91






$64,452,594.86






$67,147,945.77




30 Plant and equipment to be absorbed in














$790,169.02
















II




Total expenditures. Central Division. .


$67,938,114.79




Pacific Division —


154.775

1,458.049

105,720


$126,668.70

266,065.03

90,062.81


$0.8184
.1825
.8519


283.168

27.128,923

91,957

4.074
260,852


$235,493.23

6.780.190.14

39,739.45

$6,167.28
121,363.91


|$0.8316
.2499
.4322

S1.513S
4653


437,943

28.586.972

197,677

4,074
260.852


$362,161.93

7,046,255.17
129.802.26

$6,167.28
126.001.82










6566


Pedro Miguel Dam —


$1 5138






$4,637.91





4830












$4,637.91






$127.531. 19.






$132,169.10




Ped j Miguel Locks —


4,536

8.693
66,013


$4,030.10
22,339.25
378.093.60
29.016.73
41.202. 94


$0.8885
2.5698
5.7276


1,030.544
113,102
599,043


$994,676.01
323,850.34

3,212.692.04

490.384.33

77.186.60


$0.9652
2.8633
5.3630


1,035.080

121,795
665.056


$998,706.11
346,189.59

3,590,785.64
519.401.06
118.389.54


$0.9649
2 8424






5 3992






40 Back filling


94,670


.4352


188,655


.4091


283,325


4179










$474,682.62






$5,098,789.32






$5,573,471.94




Mirafiores Dams and Spillway —
41 Drv rilling


125,607


$49,419.99
13.548.54


$0.3934


690.892


$394,527.44

9.191.76

429.51

19,991.26


$0.5710


816.499


$443,947.43

22.740.30

429.51

19.991.26






























14,536


1.3753


14,536


1 3753
















$62,968.53







$4J4. U<l 97






$487,108.50




M irafiot es Locks —








5.8851
1.427,2761
309,647
332,703
196.598
173.115


$2,028.98
1,488,458.62
142,379.66
195,299.02
370.060.57
894,236.32
446,698.68
109,167.05


$0.3448

1.0429

.4598

.5870

1.8823

5.1656


5.885
1,597.835
309.647
332.703
201.788
274.563


$2,028.98
1,622.729.54
142,379.66
195,299.02
389,542.77
1.377,270.28
543.027.96
127.493.79


$0 3448




170.559


$134,270.92


$0.7872
















5870




5.190

101,448


19.482.20

483.033.96

96,329.28

18,326.74


3.7538
4.7614














38,716


.4734


545,096


.2003


583,812


.2184






Total




$751,443.10






$3,648,328.90




I


$4,399,772.00



















♦Indicates credit.



(3)



Table 1— (Contintud.)



Items.


Fourth Quarter, Fiscal Year. 1911.


To


March 31, 1911.




Total to June 30,1911.




Quantities.


Amount.


Unit
Cost.


Quantities.


Amount.


Unit
Cost.


Quantities.


Amount.


Unit
Cost.


La Boca Locks and Dams (abandoned) —








78,233


$158,343.29

' 315,350.07

159,306.40


$2.0240


78.233


$158 343 29 2.0240










315,350.07 1
















159,306.40 1
























L


$632,999.76




1 $632,999.76 1






$6,649.41






$51,456.65






S58.1C6.C6


















Total construction cost. Pacific Division


1 $1,783,178.11




i $17,038,668 61




$18,821,846.72


57 Plant and equipment to be absorbed in
















$2,765,795.11




































821.587,641.83





















Total expenditures, constr. and engr'n'g










'





$123,386,129.78 1



Item 24 — Colon Breakwater. The low cost for the quarter is due to the return to the storehouse of piling and timber, which had been previously charged to the work,
but not used.

Item 28 — Dredging Excavation, prism. Preliminary surveys.

Item 32 — Dredging Excavation, prism. With the accounts for the month of April, the total cost of the dredging plant had been absorbed into the work; hence
no arbitrary for plant is charged in this quarter.

Item 42 — Miraflores Dams and Spilhvay. Hydraulic filling. Expenditures represent cost of pipe lines, flumes, etc.. 582,732 cubic yards have been deposited in
Dam from dredging and hydraulic excavations in lock chamber and in prism below the locks, the total expenditures therefor being charged to "excavation."

Items 53, 54, and 55. These expenditures were incurred prior to the adoption of Miraflores as the site for the lower locks and dams, at the Pacific entrance of the
Canal.

Items 25, 30, and 57 — Plant. The expenditures for plant and equipment are absorbed into construction costs on the basis of estimated total cost of plant, and
the estimated quantities of work to be done. The amount under these items represent the balances which are to be absorbed into construction costs after June 30, 1911.

General — When excavated material is used in filling, such as dams, back filling, etc., the cost of dumping only is charged to the items benefited, all other expenses
being charged to "excavation."

DAM CONSTRUCTION.



Detailed cost per cubic yard for quarter ending June 30


, 1911:


Table


No. 2.


















I


TEMS.






Gatun Dam.


Miraflores Dam.




April.


May.


June.


Total.


April.


May. | June.


Total.




205.130


207.751


227,996 640.877


67,260


30,032 28,315


125.607












$0.0279
.0007
.0473
.0134

1358
. 0900
.0456
.0979

0112


$0.0255
.0005
.0537
.0013
.1113
.0922
.0259
0946
.0120


$0 0287 SO 0774












.0006
.0332
.0018
. 1149
.0848
.0274
.0966
.0127


.0006
.0444
.0054
.1204
.0888
.0327












$0.0293


$0.0889


$6.0619


SO. 0509






.0397
.0354
.0074










.0983 .1125
.0284 .0435
.1700 .1700
.0145 , .0139














.0120 || .0052




















$0.4698
.0316


$0.4170
.0357


$0.4007
.0219


$0.4280 !$0.2870
.0295 II .0163


SO. 4635 $0.4645
.0385 | .0281


$0.3692
















$0.5014


SO. 4527


SO. 4226


$0.4575 $0.3033


Mi 5020 SO 4926


S<l 3934












1
368.658 419,348


432,008 ll, 220,014






























$0 0007 SO 0005


$0 . 0006
.0034
.0678
.0077
.0449
.0428
.0028
.0016
.0325
.0500
.0044


$0.0006
.0073
.0684
.0102
.0222
.0024
.0419
.0018
t.0057
.0500
.0044


















.0123
0693
.0088
.0084
.0018
.0374
.0023
.0194
.0500


.0070
.0685
.0139
.0110
.0026
.0450
0015
t.0672




























































































. 0045 . 0042





























$0.2149 $0.1370


$0.2585
.0150


$0.2035
.0147














.0151 1 .0140
























$0.2300 SO 1510


SO. 2735 ! $0.2182










Items.


Colon Breakwater.


Items.


Colon Breakwater — C<


mt'd.




April.


May.


June.


Total.


April.


May.


June.


Total.


Excavation — Quantities — Cubic yards


40.699


38,534 46.664


125,897




Filling — Quantities — C




40,699


38,534


46,664


125,897


c


$0.0254 i$0.0192

t .0045

.0545 .0655
.2761 .2803


$0.0036
.0024
.0310
.2028
.0652
.0785
.1039
.0658


$0.0155
t.0006
.0491
.2502
0801
. 1689
. 1111
.0626




Trest
Dum[




$0.1661 1 t2.0907i$0.2441
.0215 .0272' .0116
.0171 | .0165' .0148


tSO.4957
.0196












it


0160




.1191
.4132
.1135
.0330


.0569
.0203
.1174
.0900








T
Plant
Divis
Tugs


otal


$0.2047 t$2.0470i$0.2705


tSO.4601




arbitrary
on expens






$0.1690

.0378


$0.1690 $0.1690
.0384 .0347
.0643 .0309


j,l) 1690
.0534




$1.0303


$0.6496


$0.5532


$0.7369






.0369














Total divis
Administr:






$1.5109
.2046


t$1.1257$1.0583
. 1569 ( .1046


$0.5361








itive and


general expenses. . .


.1529










C


Jrand tot?






SI. 7155


t$0.9688|$1.1629


$0.6890



♦Credit under trestles in May is due to material, already charged into the work, being returned to Quartermaster's Department,
determine the actual cost to May 31, 1911.
■(•Indicates credit.



This was done in order to



LOCKS AND SPILLWAYS CONSTRUCTION.



Table No. 3.



Detailed cost per cubic yard for quarter ending June 30, 1911:
























Items.


Gatun Spillway. Gatux Locks. Pedro Miguel Locks.


MlRAFLORES LOCKS.


April.


May.


June.


Total.


April.


May.


June.


Total.


April.


May.


June.


Total.


April.


May.


June.


Total.


Dry excavation — Quantities —




















4,53c


4,536


77,521


56.29S


36,74;


170 55S












































$0.0871 'so 0871




$0.1199 SO. 0839
























,«041
.2221
.1175
. 155C






051C
.1221
.2138
.0864
.0227
























.222 lj| .0993
.1175' tStli


1054 1081
























1730 1767
























1 55fl


.0533


0736| 0686

























05871 0201








i














: ::: .





















.0491


j .0491




.0391


0290 0192





















'





















.1399
.0009
.0379


.1399 .0436
. 0009 . 0900
.0379' .0163


.0520
.0900
0321


(1890 0562









































03^2 0240






>














SO 83611






















$0 8136 $0 8136 $0 5734 $0 8325


SO 7155




















.0749 .0749 .0613| .0891 .0672 .0717


























1













Preparing foundations, excava-
tion — Quantities — cubic yards.


1,778 2,05l! 115 5,944


23,186 14.685J 4,725


42,596 255


5,520' 2,918


8,693


2,230 1.680


1.280 5,190




$0.0777
.0301




$0.0350 SO. 1100 $0. 1210 SO. 2092
.0135, .0883 .09891 .2806


$0.1248 $4 8913 $0 2759 SO 4R40!S0 4811 SO 7S0? SO 0906


$0.2681 SO. 7031
0169 1464






.1133 9515 0668


.1589' .1237 2062


. 1657




t-2740 .2182 .9983 .0191! .1048; .1301 .1016
.4310 1.2793|ll.6028 1.1979 .2690| .29731 .9065
.0195 .0213 .2978 .0286 . 1325| .24801 .0085
.0435 .0206 ! .0303.1 . 1853 .3166: .3495


. 1132
.3495
. 1635


1.0446 .2767
1.0351 .7267


1 . 2064

1.1463 .8766








1.7823


1.7760
.1025
.2877
.0391
.3171


1 . 3966 1 . 6852




3.3067


.0439


.5546 2103


.0514

.0419
.1386


0346 0638




2438 .0631


.0484 .03771 .0452
0411 0490 0435


4234 1975






.0042
.2081
.6061


0022 2982 1299 1 1173


.2201
.2084


.0306
.1097


. 0290
.3186




Maintenance of equipment


.0355
.2376


.9937; .1532
5.8043! .5915

.1190 .1190
1.6020, .1546


.1840


.2404 .2292


.2553! .0675


.1880


.2408




.1190 . 1190
.0619, .1538


. 1190


.1190 .1190


.ii90i
.0810


.0033
.4890


.00951 .0009
.0889 .1357


.0065 .0900 .0900 .0966' .0900




.0698 .0761 .1507


.1163 .1832 .2026 .1316 .1768










SO. 7818 $2. 6306
.1189) .4106


21.4179 $2.3449 SI . 5609 SI . 7773 $2. 4721
2.7043, .3460' .1842) .2061 .2608


$1.7366


1 1 . 9249


$1.8332 $2. 3346


$2 . 2976 S3 . 2828 S3 . 9013 $2 . 7088 S3. 3414


Admin, and general expense. .


.20031 1.4805


.2236 ( .2588 .2722


.4343 .4979 .2618 .4124




S0.9OO7'$3.O412


24. 1222 S2 . 6909 SI . 7451 SI . 9834 $2. 7329


$1.9369!


13.4054 l $2.0568l$2.5934!$2.5698' l $3.7171 $4.3992 S2. 9706 $3. 7538


Preparing foundations, concrete










2.544 5,424 228 8,196









































|




SI. 6712 SI. 9814 10.5473 S2. 1234
.0861 .0291 .7611' .0679














































.0050 .0115


.4125


.0207


















































$1.7623 S2.0220


11.7209
1.1339


S2.2120
.0775


























.0694


.0369






















































SI. 8317


$2.0589


12.8548


$2.2895


















Masonry.

Concrete — Quantities — cubic yds .


4,169


3,656


4,830


12,655 62.021


60,818


49,293 172,132 28,635


18,905


17,875' 65,415


38,758 361541 26,536


101,448


Cement


SI. 9118

1.6440

.8328

.3250


$1.6243 SI. 7286


$1.7588 SI. 7466^1.4229 $1.5919 SI. 5879 $1.7282 SI . 1894 $1 . 5756 $1 . 5307 $1.5457 $1 2126 SI RR19 SI 5140




1.6915
.6247
.2959


1.7076
.6766
.2741


1.6820 1.8513 1.9407 1.9641 1 1.9152 .8000 .7812! .7S12 1 .7894 .8184 .7812






.7130 .80871 .7019 .8946 .7955, .4089
.2972 .17831 .1904| . 1814J . 1835 [ .2649


.4042] .3901 .4025' .4089
.2241 .3065] .2645, .4053


.4042
.3204


.3901 .4023








S4.7136


$4.2364 S4. 3869


$4.4510 S4. 5849


$4.2559 $4.6320 S4. 4821


$3.2020


$2.5989 $3.0534 $2. 987 1 1 S3. 1783


$2. 7184 $3.4109 S3 0752


Large Rock — Quantities — cubic








3.735


5,407


4,611


13,753




213


213j




























Cost










$1.5588
65.756


$2.3514
66,225


$0.9705
53,904


$1.6732
185.885






$0.280Sj$0. 28651
18,088 65.628








Masonry — Quantities — cubic


4,169


3,656


4,830


12,655


28.635


18,905


38.758


36,154 26,536


101,448










S4.7136


$4.2364


$4.3869


$4.4510


$4.3245
.0886
.4006
.1637
.3241
.0068
.0373
.0661


$3.9085
.1920
.4242
.1167
.3204
.0452
.1129
.0826


$4.2357'$4.1505|$3.2020


$2 . 5989


$3.0174 S2. 97 74 S3 1783 S>. 7184 S3 4109


S3 075 >




.0831 .1238
.4182 .4141
.1701 .1488
.36081 .3334
.0126 .0222!
.0925 .0803;
.0497 .0672




.0033 .0009|
.5603 .66 '5










.5776


1.0276


.5220


.6864


.8073
.0220
.4112
.0171
.0305
.0416


.5411
.0094
.5373
.2026


.3031


2882 7931






.00931 .0149' .0500
.4328 4534 .1622
.0692 .0849 .0187


.0315 0306| 0383




.4298
.0006
.0122


.6132
.0020


.4604
.0933


.4945
.0364
.0040


.2193 2553 2070




.0585 .0552! .0424




041 6 .04851 .0387 0419


.0391
.0218










.0588


.0406


.0463 .0111






.2703
.2807
.4670
.1184


t.1546
.0550
.4670
.0880


.0461
.1076
.4670




.0620
.1495
.4670










Maintenance of equipment


.2116
.7110
.0736


.1912
.7110
.0701


.3474
.7110
.0918


.2437
7110


.1862
.7172


.2850
.7362


.2139
.7140
.1022


.2223 .1046
.7218 .4100
.0984 .0703


.1834
.4100
.0762


.2037
.4100
. 1002


.1586
4100




.0869 .0975


.0776 .09051 .1066


.0802














S6.8702


S6 3346


$6 . 1 702 S6 . 4483 S6 4079


$6.1748|$6.5729
.2493J .2744


S6. 3726 S5. 5256 S5. 1175


$5.2115
.2964


S5.3215 $4. 3502 '$4. 0464 $5.3277 $4. 4976
.3238' .1828 .3107; .3182J .2638


Admin, and general expense.. .


.31571 .3289


.3453


.3308 .2390


.2530 2887


.4032


Total cost


S7.1859!$6.6635


$6.5155


$6.7791!'$6.6469


$6. 4241 1$6. 8473


$6.6256 S5 8143


$5.5207


$5.5079


S5.6453 $4. 5330|$4. 35711*5.6459 S4.7614


Masonry, reinforced — Quanti-










1,605


1.619


1,401


4,625


230 155 385






























$2.3717 SI. 9827 S2.1590


$2.1711
1.6673

.7336
2.6295

.5231
1.1388

.9045

.6343




$2.0777

.7816

.4038

6.4993


$3.0798

.7479

.3641

6.4076


$2.4811

.7680

.3878

6.4624
















I. 5383

.5939
1.3140
.3503
.9018
.8059
.3928


1 . 6859
.6928

2 . 4803
.3712

1,2437

1.0721
.7686


1 . 7935
.9408

4.3088
.8967

1.2891
.8238
.7558








































































.2436

*

1.0289


2.2706
1.9612
9.1199


1.0597

.7896
4.2863















































■("Indicates credit.



Table No. i — (Continued)



Items.


Gatun Spillway.


Gatun Locks.


Pedro Miguel Locks.


MlRAFLORES LOCKS.


April.


May.


June.


Total.


April.


May.


June.


Total.


April.


May.


June.


Total.


April.


May.


June.


Total.


Masonry, reinforced — (Continued)










.0666
.7110

.2514


.2457
.7110
.2754


.1512
.7110
.3968


.1549
.7110
.3038






.0084

.6900

1.0941


.0034
.6900
.8143




















.6900
.6258















:::::::i:::::::




































$9.2977
.7195


11.5294
1.0826


14.2265
1.4230


11.5719
1.0597




12.3507
1.6400


25.7436


17 7426




















2.5546 2.0082
































.......1




10.0172


12.6120


15.6495


12.6316





13.9907


28 2982 19 7508










Total Masonry — Quantities —




















4,169


3,656) 4,830


12,655


67.361


67,844


55.305


190.510


28,635


19,135 18,243


66.013


38.758


36,154










$7.1859 $6. 663S ! $6. 5155


$6.7791


$6.7272 $6.5718


$7.0702


$6.7714


$5.8143


$5. 6224 $5. 7016


$5.7276


$4.5330 $4.3571$5.6459,$4.7614




Back filling — Quantities — cubic


595


1.292


3,830


5,717


77,880


65,608


49,796


193,284


61.379, 14.420' 18,871


94,670


6,540


16.021


16,155


38,716






$1.2414


$0.0449


$0.0679


$0.1849












i
















$0.0011
.0270
.0447
.0546
.0746
.0253
.0292
.0114


$0.0003
.0250
.1425
.0552
.1581
.0496
.0193
.0255


$0.0013
.0237




::::::!:::::::






$0.0044
.0076
.0057
0609




SO 0018












$6.0222
.0429
.0309
.0539
.0421
.0241
.0103




$0 0020 $0 0236


so uosn


SO 0015


$0 0022 0041




3.0818


.5523


.2324


.6012


.0692 $0.0609
.0452 .0324
.0878 .0709
.0383!' .0067
.02461 .1000
.0146] .0073


.3505 0246 0978


.1323
0647


0578




.0833 .0849| .0505|!

.1678 .2191: .1152'' .2810
.0421 .0592 .0226| .0107
.1000 .1000| .1000, .1000
.0280 .0180! . 0126]| .0198
1


0520




.0514


.1756


.1741


.1616


.1390 .1526
.0230 .0465
. 1000 . 1000
.0157 .0195


1687




.0307








.0227
0312


.0152
.0542


1000




.2502


.0322


.0180






Total division cost

Admin, and general expense. . .


$4.6248
.6442


SO. 8050
.1118


$0.5283
.0632


$1.0171

.1347


$0.2264
.0266


$0.2679
.0325


$0.4755
.0514


$0.3047j:$0.2782

.0350 .0221


$0.7737 $0.5294J$0.4037
.0675 .0345 .0315