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Date.

Number of contract.

Expenditures for repair of contract-work under section 9 of the original contracts-Continued.

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Aug. 13, 1975 569
Oct. 19, 1872 571

tension.
Chas. E. Evans, pres-
ident Evans Con-
crete Co.
Commissioners' ex-
tension.
Lewis Clephane.
Sureties: Francis
H. Smith,
Lewis.

Thos.

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Resurface concrete pavement on the N st., bet. N. H. ave. and

carriage-way.

Grade, set curbs

$25, 969 03

Scott statue reservation.

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Resurface concrete sidewalks
carriage-way.

n. W.

Grade, set curbs, lay brick pavements, 12th st., bet. M and P sts.,
park, terrace, furnish and set Seneca
stone steps, and construct sewer-
laterals and water-services, and lay
Miller wood pavement.

Oct. 30, 1875 571 Commissioners' ex- Take up wood pavement for one or
tension.

Oct. 23, 1872 583
Oct. 23, 1875 583

David L. DeGolyer,
Robt. McClellan.
Commissioners' ex-
tension.

more squares, as may be directed,
replace the same with vulcanite con-
crete pavement, and the defective
places remaining in the wood pave
ment to be repaired with the sound
blocks so removed.

Lay DeGolyer wood pavement No. 2...

Take up wood pavement on north and
south sides of Pennsylvania avenue,
between Second and Eighth streets,
southeast, and replace the same with
concrete, and the defective places
on the south side to be repaired with
the sound blocks so removed.

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Oct. 23, 1872 584 | David L. DeGolyer,

Lay DeGolyer wood pavement No. 2.. 8th st., bet. Pa. ave. and

51, 697 78

1,484 56

Robt. McClellan." Sept. 11, 1875 584 Commissioners' extension.

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*Extra work.

tension.

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691 03

429 67

1,215 40 $769 24

309 27

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† $459, additional; 20 per cent. of work not certified to board of audit. + Extra work; done to repair work performed under contract 29, L. Clephane.

Expenditures for repair of contract-work under section 9 of the original contracts-Continued.

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Sept. 8, 1873 890 Chas.E. Evans, president Evans Concrete Co. Sureties: Charles E. Evans, Martha W. Evans. tension.

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Aug. 13, 1875 890 Commissioners' ex- Repair concrete pavement.

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Aug. 13, 1875 914 Commissioners' ex- Resurface and repair concrete pave

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B street only.

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$264 38

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[graphic]

Not mentioned in written contract.

VIII.-APPENDIX No. 10.-BOARD RATES.

These are the rates at which work has been done by the Commissioners under contracts and extensions of the board of public works, the medium of payment being District 3.65 bonds. In the consideration of the question of these rates of the late board of public works, the printed evidence taken before the joint investigating committee of the Fortythird Congress, as well as the record of the action of the board of public works, in general and in particular cases, have been examined. The result is given in the following table, which gives the board rates as they have been ascertained and adhered to in the engineer's office:

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Rock excavation....

All include a haul of 200 feet, and for every 100 feet over the first 200 feet....do...

· per cu. yard.

30

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40

28

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This price has been allowed when contractors have furnished the gravel at their own expense, or obtained the material from excavation, where they were obliged to handle it twice. Where gravel was hauled long distances, the rates for excavation and haul have been allowed, based upon the actual amount of gravel handled. Where obtained and paid for in excavation in one street and hauled upon another, no additional compensation has been given.

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Furnishing and laying 30-inch straight
Furnishing and laying 12 by 6-inch branch.

..do..

2.09

1 46.3

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2 22

1 55.4

Furnishing and laying 12 by 12-inch branch..
Furnishing and laying 15 by 6-inch branch.
Furnishing and laying 15 by 12-inch branch.
Furnishing and laying 15 by 15-inch branch..
Furnishing and laying 18 by 6-inch branch..
Furnishing and laying 18 by 12-inch branch.
Furnishing and laying 18 by 15-inch brauch.
Furnishing and laying 18 by 18-inch branch..
Furnishing and laying 20 by 6-inch branch.
Furnishing and laying 20 by 12-inch branch
Furnishing and laying 20 by 15-inch branch
Furnishing and laying 20 by 18-inch branch
Furnishing and laying 21 by 6-inch branch

.do..

2 20

196

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96.6

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1 47

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1 64.5

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1 65.9

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196 2.06.5

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2. 24

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2. 24

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2 27.5

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2.38

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245

Include two feet of grading.

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305

2 13.5

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