Annual report of the Public Works Department, for the year ..

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Given By
L« K» Rourke

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ANNUAL REPORT

PUBLIC WORKS DEPARTMENT

YEAR 1913

Compliments of . . .

L. K. Rourke,

Commissioner of Public Works
PLEASE EXCHANGE.

CITY OF BOSTON

PRINTING DEPARTMENT

1914

ANNUAL REPORT

PUBLIC WORKS DEPARTMENT

YEAR 1913

CITY OF BOvSTON

PRINTING DEPARTMENT

1914

(OJ"»T' {§

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: 9-: ! ■ '

CONTENTS.

Part I.

REPORT OF THE COMMISSIONER OF
PUBLIC WORKS.

PAGE

Appropriations 2

Contracts :

Artificial stone sidewalks . . 16

Ashes 36

Asphalt pavement 18

Bitulithic pavement 20

Brick block pavement .... 23

Bridge work 14

Cleaning catch-basins .... 40

Cleaning sewers 41

Edgestones, gutters, etc.. . 32

Electric fighting 16

Ferry work 15

Gas lighting 16

Hired teams 13

In force, made in previous

years, Lighting Service, 16
In force, made in previous

years, Sanitary Service, 38

Macadam 27

Miscellaneous, Paving

Service 34

Miscellaneous, Sanitary

Service 37,39

Miscellaneous, Sewer

Service 50

Miscellaneous, Water

Service 56

Offal 36

PAGE

Paving and regulating. ... 31

Pile driving 43

Pumping station 49

Sewerage works 44

Snow and ice 39

Water pipes, laying 52

Water pipes, relaying 54

Watering carts 38

Wood block pavement 24

Employees 80

Expenditures 9

Fmancial statement 8

General review 5

Maintenance, comparative

table 10

Organization 1

Pavements, area of 60

Pavements, changes in 63

Pavements, length of 62

Pavements, miles of. 61

Personal property 64

Physicians, report of 85

Property 67

Rainfall 59

Revenue 11

Snowfall 59

Street mileage 61

Veterinarian, report of 85

IV

Contents.

Part II. — Appendix A.

Administration expenses, Central Office.

PAGE

89

Appendix B.

REPORT OF THE DIVISION ENGINEER OF
THE BRIDGE AND FERRY DIVISION.

(Bridge Service.)

(Page 90.)

PAGE

Appropriations (special) .... 100
Appropriations, special, sum-
mary of 105

Ashland Street Bridge 107

Boat landings 113

Bridges, number of 97

Broadway Bridge 107

Chelsea Bridge North, re-
building 108

Chelsea Bridge South, re-
building 107

City base, elevations and

datum 125

Drawtenders' report 124

Elevations, city base 125

Expenditures 98

Financial statement 96

General review 90

Income 106

Lawndale Terrace Subway . . 113

L Street Bridge, rebuilding . . Ill
List of bridges:

In charge of Bridge and
Ferry Division, Bridge

Service 114

In charge of Bridge and
Ferry Division and Park
and Recreation Depart-
ment 116

Maintained by Metropol-
itan Park Commission. . 118
Maintained by railroad

corporations 118

Of which Boston main-
tains the part within its

limits 116

Of which Boston main-
tains the wearing sur-
face 117

Of which Boston pays a
part of the cost of main-
taining 117

Recapitulation of bridges, 120

Organization 90

Pleasant Street Bridge 112

Recommendations 94

Saratoga Street Bridge . ... 112
Small bridges or culverts .... 121
Tides, highest and lowest

recorded 126

Width of bridge openings . . 122
Work done 91

Contents.

REPORT OF THE DIVISION ENGINEER OF
THE BRIDGE AND FERRY DIVISION.

(Ferry Service.)

(Page 128.)

130

135
137
131

135

Appropriations

Appropriation (new ferry-
boat), amounts paid from.

Appropriations (special) ....

Balance sheet

Comparative balance sheet
(5 years)

Comparison of appropria-
tions, receipts and ex-
penditures (5 years) 132

Difference in travel between
ferries 140

Expenditures 130

Expenditures (5 years) 132

Expenditures and receipts

since 1858 136

Ferryboats 130

Ferry Ian ding , repairs,

amounts paid from 137

Financial statement 130

Property in charge of divi-
sion 129

Receipts at each ferry 139

Recommendations 129

Ticket statement 140

Total travel on both ferries

(5 years) 141

Work done 128

Appendix C.

REPORT OF THE DIVISION ENGINEER OF
THE HIGHWAY DIVISION.

General Review.

(Page 142.)

(Lighting Service.)

(Page 147.)

Arc lamps, total cost per

lamp per annum 155

Defects 149

Electric lights, number and

kind of 154

Electric lights, cost of 154

Expenditures 147

Financial statement 147

Gas lamps, number and

kind of 151

Gas lamps, total cost per

lamp per annum 153

Incandescent lamps, total cost
per lamp per annum

Lamps, number of, installed
during year

Lamps discontinued

Number and style of lamps
January 1, 1914

Outages on street lamps ....

Rebates

Repairs

Work done

156

149
149

151
151
151
150
149

VI

Contents.

REPORT OF THE DIVISION ENGINEER 01]
THE HIGHWAY DIVISION.

(Paving Service.)

(Page 157.)

Artificial stone sidewalks,

repairing same 324

Asphalt, cost of patching,
10 years:

Trinidad Lake 327

Sicilian rock 336

Seyssel rock 341

Summary 342

Assessment streets, work

done 161

Bitulithic pavement:

Cost of patching, 10 years, 343

Summary of 344

Bonds for permits 325

Dirt and street cleanings

removed 320

Electric fight poles 325

Expenditures, detail of:
Arlington Street Exten-
sion 191

Harvard avenue 191

Highways, making of 191

Norfolk Street Widening.. 191

Old Colony avenue 191

Pleasant Street Widening, 191

Street improvements 191

Thatcher Street Extension, 191

Union Park street 191

Expenditures, objects of . . . . 193

Financial statement 191

General review 157

Income 191

Macadam streets, mainte-
nance of 318

New brick sidewalk s; by

districts 319

New edgestones, by districts, 319

Notices 325

Permits 323

Permits, revenue from 324

PAGE

Plans 326

Roadway defects 325

Sidewalk defects 324

Snow and ice removed by

contract 321

Snow and ice removed by

districts by day labor. . 321
Snow, summary of volume

and cost of 322

Street numbering 325

Street openings 323

Streets:

Paved with asphalt on

concrete base 15^

Paved with bitulithic on

concrete base 1 . )

Paved with brick blocks

on concrete base 1C i

Paved with granite blocks
on concrete or gravel

base 157

Paved with wood blocks

on concrete base 158

With smooth pavement . . . 326
Work done:

By contract, summary 188

By day labor, summary . . 190
By department force, de-
tail of (between pages
308, 309).
Charged to Harvard ave-
nue 244

Charged to highways, mak-
ing of 250

Charged to highways, mak-
ing of, recapitulation of, 315
Charged to Norfolk street, 244
Charged to Old Colony

avenue 245

Charged to Pleasant street, 245

Contents.

vii

PAGE

Charged to regular and
street improvements ap-
propriations 197

Charged to tunnel under
tracks (Lawndale ter-
race) 247

Charged to Thatcher
street 247

Charged to regular and
street improvements ap-
propriations, recapitula-
tion of 308

Charged to Union Park

street 247

General law streets 179

REPORT OF THE DIVISION ENGINEER OF
THE HIGHWAY DIVISION.

(Sanitary Service.)
(Page 345.)

PAGE

Appropriations, special 346

Ashes collected by contract,

number of loads 358

Car 3* capacity of 358

Cai j number of 362

Exp aditures, items of 350

Financial statement 345

Force employed on house .

• dirt and ashes 356

Force employed on house

offal 356

Force employed on waste

and rubbish 357

Horseshoeing. 353

Maintenance 345

Materials :
Amount expended on offal,
ashes and rubbish by dis-
tricts 355

Ashes and house dirt re-
moved (5 years) 356

Collected by districts 359

Cost of collecting and dis-
posing of refuse by con-
tract 361

Cost of collecting and dis-
posing of refuse by day
labor (between pages
362, 363).

PAGE

Final disposition of all

material 360

Garbage removed (5 years) , 357
Number of loads of mate-
rial collected from Feb-
ruary 1, 1907, to Janu-
ary 29, 1914 357

Offal collected by contract,

number of loads 358

Waste and rubbish re-
moved (5 years) 357

Weight of material 359

Refuse collected, detail of
(between pages 362, 363).

Revenue 345, 349

Sanitary districts 363

Shops 352

Transfer stations, cost of . . . 346
Work done:

Charged to Albany Street

Transfer Station 346

Charged to Fort Hill

Wharf Transfer Station, 346
Charged to South Street

Transfer Station 347

Charged to Ward Street

Transfer Station 348

Vlll

Contents.

REPORT OF THE DIVISION ENGINEER OF
THE HIGHWAY DIVISION.

(Street Cleaning and Oiling Service.)
(Page 364.)

Cost of labor and teaming by

months 377

Expenditures, distribution of, 378

Expenditures, items of 364

Financial statement 364

Flushing streets 372

Hay, straw, oats, etc.,

amount used 369

Horses, distribution of 369

Horses, cost of maintaining, 370

Push-cart patrol, by districts, 373

PAGE

Rolling stock, distribution of, 369

Snow work 371

Streets :

Area watered and cost per

square yard 376

Cleaned, miles of 368

Cleaned, total cost of ... . 369

Swept by machines 374

Treated with oil, cost of . . 375

Watered, cost by months . 377

Watered, total cost of ... . 369

Appendix D.

REPORT ,OF THE DIVISION ENGINEER OF
THE SEWER AND WATER DIVISION.

General Review.
(Page 379.)

(Sewer Service.)
(Page 390.)

PAGE

Catch-basins built 437

Catch-basins cleaned by con-
tract 402

Catch-basins built, charged

to sewerage works 416

Catch-basins built, charged

to separate systems of

drainage 433

Catch-basins, new, paid for, 420, 434
Coal contracts, pumping sta-
tion (Supply Department), 401
Entrance fees, permits and

assessments 437

Expenditures:

Maintenance 393

Maintenance, detail of . . . 396

Maintenance, detail of, re-

capitulation of

400

Separate systems of drain-

424

Separate systems of drain-

4?5

Sewerage works, detail of .

403

Financial statement

392

Horses, cost of maintaining . .

438

Land-taking, executions of

court . .

415

Machinery hired, rates paid

for

438

Manholes (new)

422

Miles of sewers February 1,

1914

439

Contents.

IX

PAGE

Moon Island construction. . . 414

Pumping, average cost per

million foot-gallons 442

Pumping Station, Calf Pas-
ture, engines and pumps . . 440

Pumping Station, Calf Pas-
ture, repairs 441

Pumping Station, Calf Pas-
ture, work done 413

Pumps, Calf Pasture, average

lift and duty 440

Recommendations 379

Refuse, from filth hoist 444

Regulators, gates, etc., cared

for 443

Sewers and surface drains
built by city, charged to
separate systems of drain-
age 425

Schedule of sewers built to

date 439

Sewers built by contract
force account (between
pages 402, 403).
Sewers built by day labor
force account (between
pages 402, 403).
Sewers built charged to sew-
erage works 404

Summary of sewer construc-
tion (12 months) 438

Summary of sewer construc-
tion (5 years) 439

Siphons 443

Sludge account 444

Work done 379

Work done, main drainage. . 442
Work in charge of division . . 390

REPORT OF THE DIVISION ENGINEER
THE SEWER AND WATER DIVISION.

(Water Service.)
(Page 445.)

OF

PAGE

Abatements 462

Applicat ions for new pipes . . . 462
Automobiles, cost of oper-
ating 447

Construction, cost of 451

Consumption of water 487

Contracts, Supply Depart-
ment 452

Distribution 487

Distribution branch 464

Elevators 463

Expenditures 445

Expenditures , detail of 445

Expenditures, comparison of, 449

Financial statement 445

Fire pipes 464

Fixtures 462

Fountains changed 476

Fountains, description of . . . 469
Fountains, established and

abandoned 476

PAGE

Fountains, number of 468

Fountains repaired 477

High pressure fire service ex-
penditures 448

Hydrants established and

changed 470

Hydrants, blow-off and res-
ervoir pipes 466

Hydrants repaired 471

Hydrants, total number of,

January 31, 1914 467

Hydrants, total number and
kind of, established and

abandoned 470

Ice for drinking fountains . . . 448
Income and Meter Branch . . 453
Main pipe work, mainte-
nance of 469

Meters:

Applied 460

Changed 459

Contents.

Meters :

Condemned 457

Discontinued 460

In service January 31,

1914 456

Installed 454

On hand January 31,

1914 455

Purchased 457

Repaired 458

Set 479

Meter repairs 480

Meter system, comparative

table, eight years 453

Metropolitan district data . . 488

Motors 463

Receipts 445

Receipts, comparison of ... . 449

Reserve Fund 448

Service pipes:

Abandoned and plugged . . 473

Cost of laying 473

Detail of 474

Laid and abandoned 472

Maintenance of 469

PAGE

Repairs, cost of 475

Total number and length, 468
Shops:

Blacksmith 484

Carpenter 485

Electrical 486

Machine 481

Pattern 486

Plumbing 486

Miscellaneous 487

Water:

Average monthly heights
at different stations
(between pages 486, 487) .

Debt 451

Sinking Fund 451

Water pipes, total length of, 465
Water posts established and

abandoned 478

Water post repairs 479

Water rates, comparative

statement 461

Water, turning off and on. . 463

Waste, prevention of 452

Work done 387

Appendix E.

REPORT OF THE COMMISSIONERS FOR THE
BOSTON AND CAMBRIDGE BRIDGES.

(Page 489.)

PAGE

Anderson Bridge 489

Bridges in charge of com-
mission 489

Brookline Street Bridge 490

Draw openings 493

Drawtenders' reports 494

Expenditures 492

Maintenance 490

Recommendations 491

Work done 489

DOCUMENT NUMBERS OF ANNUAL REPORTS.

(Page 495.)

ANNUAL REPORT

PUBLIC WORKS DEPARTMENT

YEAR ENDING JANUARY 31, 1914.

Boston, February 2, 1914.

Hon. James M. Curley,

Mayor of the City of Boston:

Sir, — In compliance with the Revised Ordinances,
the annual report of the operations and expenses of the
Public Works Department for the year ending January
31, 1914, is herewith respectfully submitted. The
Public Works Department, created by Ordinances of
1910, chapter 9, was formed by consolidating the Engi-
neering, Water and Street Departments.

Organization.

The work of the department has been carried on
during the year with four main divisions, as follows :

Central Office. Sewer and Water Division.

Highway Division. Bridge and Ferry Division.

Note. — The Boston and Cambridge Bridge Division,
so called, is not properly a division of the Public Works

2 City Document No. 26.

Department, as this work is in charge of a commission
of two, one member appointed by the Mayor of Boston
and the other by the Mayor of Cambridge, under the
provisions of chapter 412 of the Acts of 1904; but because
of the fact that the present Division Engineer of the
Bridge and Ferry Division is the Boston member of
this commission and also because one-half of the expenses
of this commission is defrayed by the Bridge and Ferry
Division of this department, it is here treated as a
division of this department.

Appropriations.

The money assigned for the work of the Public Works
Department during the year was made available from
the following sources:

First. — Maintenance appropriation, derived from the
income of the city raised by taxation. Before the
beginning of the financial year, February 1, the depart-
ment estimates of the amounts necessary for the proper
maintenance of the different services are submitted to
the Mayor, who makes such recommendations as he
may deem proper to the City Council. The mainte-
nance appropriations, including permanent construc-
tion, as passed by the City Council and approved by
the Mayor, were as follows :

Central Office $80,000 00

Bridge and Ferry Division 597,000 00

Highway Division 3,670,000 00

Sewer and Water Division, Sewer Service . . 380,000 00

$4,727,000 00
Water Service 895,000 00

$5,622,000 00

Boston and Cambridge Bridges.*

Second. — Loan inside the debt limit for building new
streets assessable on abutting property, authorized by
chapter 393 of the Acts of 1906. (Paving Service.)

Amount expended during the year . . . $265,583 18

Third. — Loan inside the debt limit under the pro-
visions of chapter 426 of the Acts of 1897, as amended

* Paid by Bridge and Ferry Division.

Public Works Department. 3

by chapter 204 of the Acts of 1908, from which all
sewerage works are built, except those in the Charles
River Basin watershed. (Sewer Service.)

Balance, February 1, 1913
Loans ....

Total ....
Expended during the year

$193,117 36
600,000 00

$793,117 36
536,099 47

Balance January 31, 1914 .... $257,017 89

Fourth. — Loan under the provisions of chapter 383 of
the Acts of 1907, as amended by chapter 485 of the
Acts of 1907, by chapter 514 of the Acts of 1908 and by
chapter 612 of the Acts of 1911. Amended by chapter
348 of the Acts of 1912, which provides that the City
of Boston shall in the year 1913 expend $400,000 and
in each of the next four years shall expend $400,000, to
be met by loan inside the debt limit. (Sewer Service.)

Balance February 1, 1913 $119,615 74

Loans 400,000 00

Total $519,615 74

Expended during the year 455,997 19

Balance January 31, 1914 .... $63,618 55

Fifth. — Loan inside the debt limit under the pro-
visions of chapter 312 of the Acts of 1911 for the installa-
tion of a High Pressure Fire Service. (Water Service.)

Balance February 1, 1913 $127,244 45

Loan 235,000 00

Total $362,244 45

Expended during the year 227,823 81

Balance January 31, 1914 . . . $134,420 64

$150,000 loan authorized but not issued.

Sixth. — Special Appropriations.

From Loans:

Loan inside the debt limit under the provisions of
chapter 412 of the Acts of 1913, for the construction

4 City Document No. 26.

of a new bridge over Belle Islet Inlet, between the City
of Boston and the town of Winthrop. (Bridge Service.)

Loan, Winthrop Bridge $55,000 00

Balance January 31, 1914 .... $55,000 00

Chelsea Bridge North. (Bridge Service.)

Balance February 1, 1913 $217,469 83

Revenue during year 7,500 00

Total $224,969 83

Expended during the year 160,368 03

Balance January 31, 1914 .... $64,601 80

Chelsea Bridge South. (Bridge Service.)

Loan $75,000 00

Expended during the year 33,347 17

Balance January 31, 1914 .... $41,652 83

Meridian Street Bridge. (Bridge Service.)

Balance February 1, 1913 . $39,545 67

Expended during the year 21,077 87

Balance January 31, 1914 .... $18,467 80

Broadway Bridge Rebuilding

Balance February 1, 1913
Loan ....

Total ....
Expended during the year

$37,160 67
" 115,000 00

$152,160 67
3,496 69

Balance January 31, 1914 . . . . $148,663 98

Everett Street, Brighton, Property (to be Used for a

Refuse Destructor Plant). (Sanitary Service.)
Balance February 1, 1913 $23,000 00

Balance January 31, 1914 .... $23,000 00

Public Woeks Department. 5

Land and Buildings, Refuse Station. (Sanitary Service.)

Balance February 1, 1913 $61,110 85

Expended during the year 45,527 53

Balance January 31, 1914 .... $15,583 32

Refuse Destructor Site, Spectacle Island. (Sanitary

Service.)

Balance February 1, 1913 $15,000 00

Balance January 31, 1914 .... $15,000 00

Service Mains and Relaying Mains. (Water Service.)

Transferred from Water Service surplus . . $200,000 00
Expended during the year 86,945 40

Balance January 31, 1914 .... $113,054 60

General Remarks.

The work accomplished by the Public Works Depart-
ment during the past year has been satisfactory, con-
sidering the amount expended, $7,849,538.08. A great
deal more work should have been done if the money
had been available, particularly along the line of so-
called permanent paving. The policy of the depart-
ment of doing practically all new construction work by
contract and using the day labor force for maintenance
has been continued with satisfactory results.

It is recommended that more money be made avail-
able for the construction of sewerage works and the
laying out and construction of private ways as public
ways. There are in the city to-day something over
2,000 private ways, a considerable percentage of which
are built up, and the residents of these private ways
should be entitled to the same benefits which others
receive who live on public streets.

A brief summary of the chief activities of the various
divisions of the Public Works Department follows.

Bridge and Ferry Division.

Chelsea North Bridge was practically finished this
year. The old single waterway 60 feet in width has
been replaced by two waterways each 125 feet in width,

6 City Document No. 26.

with a depth of 30 feet at low water, thus opening up
the Mystic River Basin to navigation for the largest
vessels.

The temporary Chelsea South Bridge is also practi-
cally completed.

The work of rebuilding L Street Bridge and strength-
ening the same to provide for street car traffic was
finished. An electric motor was substituted for steam
power for the operation of the draw span.

Pleasant Street Bridge over the Tremont Street Sub-
way was widened and rebuilt during the year in con-
nection with the widening of Pleasant street.

The construction of a subway for foot travel under
the New York, New Haven & Hartford Railroad at
Lawndale terrace, Jamaica Plain, was completed.

During the year two temporary public landings, one
at Northern Avenue Bridge and the other at Summer
Street Bridge, Fort Point channel, were completed and
opened for public use.

The abolishment of the grade crossing on Saratoga
street, East Boston, was completed on December 6,1913.

In the Ferry Service a system of checking the col-
lection of tolls for team traffic was put in operation and
is working successfully.

A great amount of repair work was done on the
ferry landings and boats, and the condition of the plant
is better to-day than it has been for some years.

Highway Division.

The expenditures for 1913 exceeded those for 1912
by $310,541.61. This increase in expenditures is chiefly
accounted for by the general increase in wages and the
increased cost of the Sanitary Service. The increased
cost of the Sanitary Service amounts to approximately
$134,000 and was due chiefly to the loss of the inland
dumps, which means long hauls and consequent increased
teaming charges.

The Paving Service of this division has continued its
policy of extending the permanent pavements in the
outlying districts as far as the money allotted would
permit. Approximately 80,000 yards of permanent
work were laid during the year, consisting of bitulithic
surface on Washington street, Brighton, and South and
Centre streets, Jamaica Plain; wood block on Washing-
ton street, Dorchester, and Warren avenue in the South
End. Very little waterbound macadam was laid, but

Public Works Department. 7

a large amount of tar and asphalt macadam were laid,
on which work was used about 90,000 tons of stone and
over a half million gallons of tar and asphalt binder.

In the Lighting Service the old style hoods and
inclosed arc lamps have all been changed to magnetite
arc lamps in the Charlestown district. Gas lamps in
the city proper have all been replaced by magnetite
arc lamps or tungsten lamps. The proposed street-
lighting contracts, both for gas and electricity, have not
as yet been accepted.

Sewer and Water Division.

The Sewer Service has been extended as far as the
appropriation would permit, and the radical improve-
ments of sewerage conditions in the South End are well
under way, contract having been let for the construc-
tion of a pumping station at the corner of Union Park
and Albany streets which, when completed, will be the
largest automatic sewage underground pumping station
in the world; and this station will keep the storm water
from flooding the low yards and alleys in the South End
district as far as the improvement has been extended.
The new 56,000,000 gallon pumps at the Calf Pasture
have been installed, but as yet have not been accepted
because of certain changes demanded by the city which
the contractor has not made.

In the Water Service 3| miles of old mains in the
East Boston, city proper, Dorchester and West Roxbury
districts were cleaned, thereby practically restoring their
original carrying capacity. Eight and one-third miles
of mains too small for modern fire protection were relaid
in Back Bay, Roxbury, Dorchester and Hyde Park. In
Dorchester a notable improvement has been made in
the three-flat district. The Hyde Park fire protection,
which was entirely inadequate, has been made satis-
factory. Eleven miles of new mains, ranging in size from
8 to 16 inches, were laid by contract during the year.
Two hundred and forty-five hydrants and 1,443 service
pipes were established and 7,406 meters were installed.

A gratifying reduction in the consumption through-
out the city was effected, the per capita rate having been
reduced from 125 gallons in 1912 to 108 in 1913,
representing a saving of about 10,000,000 gallons per
day.

Reports in detail of the work accomplished by the
department and the cost thereof are herewith annexed.

City Document No. 26.

Financial Statement of the Public Works Department,
February 1, 1913, to January 31, 1914.
Maintenance.

Division.

Appropria-
tions and
Transfers

during
1913-14.

Revenue.

Total
Credits.

Expendi-
tures for the
twelve months
ending Janu-
ary 31, 1914.

Balances,
Januarv
31, 1914.

Central Office

Bridge and Ferry Division,

Bridge Service

Ferry Service

Highway Division

Lighting Service

Paving Service

Sanitary Service

i $80,159 50
= 567,000 00

3 3,769,840 50

$1,189 63

. 289 13

900 00

* 98,805 44

$80,159 50
568,189 63

*3,868,645 94

Street Cleaning and Oil-
ing Service

Sewer and Water Division:
Sewer Service

Water Service.

* 380,000 00
s 899,338 91

* 22,692 59
75,199 43

913 42

7,208 91

387,208 91
899,338 91

$80,159 50
566,894 91
289,167 52
277,727 39
3,867,124 70
795,880 53
* 1,392,468 22
925,318 56

753,457 39

387,120 67
899,338 91

,294 72

1,521 24

88 24

Totals $5,696,338 91 $107,203 98 $5,803,542 89

$5,800,638 69 $2,904 20

* Includes refund of $616.62 overpayment.

Appropriation

Transferred from Highway Division

2 Appropriation
Revenue .

Transferred to Highway Division

3 Appropriation
Revenue .

Transferred from Bridge and Ferry Division
Transferred from Printing Department
Transferred from Reserve Fund .
Transferred from City Debt Requirements, Interest

Transferred to Central Office

$SO,000 00
159 50

8597,000 00
1,189 63

$59S,189 63
30,000 00

3,670,000 00
98,805 44

3,768,805 44
30,000 00
25,000 00
25,000 00
20,000 00

3,868,805 44
159 50

$80,159 50

$568,189 63

$3,868,645 94

4 Appropriation
Revenue .

B Appropriation
Transferred

$380,000 00
7,208 91

$387,208 91

$S95,000 00
4,338 91

$899,338 91

Public Works Department.

The expenditures under the several appropriations for
the year 1913 were as follows:

Division.

Current
Expenses.

Special
Appropria-
tions.

Total
Expenditures.

Balances,

Januarv 31,

1914.

$80,159 50

289,167 52
277,727 39

795,880 53
» 1,392,468 22

925,318 56

753,457 39

387,120 67
899,338 91

$80,159 50

657,485 29
285,259 90

795,880 53
1,713,123 93

970,846 09

753,457 39

1,379,217 33
1,214,108 12

Bridge and Ferry Division:

Bridge Service

$368,317 77
7,532 51

$349,112 55
515 60

Highway Division:

296,411 48

Paving Service

320,655 71
45,527 53

21,556 04
53,583 32

Street Cleaning and Oiling

Sewer and Water Division:

992,096 66
314,769 21

320,636 44

2 247,475 24

$5,800,638 69

$2,048,899 39

$7,849,538 08

$1,289,290 67

1 Includes $616.62 overpayment refunded.

2 Does not include $150,000 authorized but not issued.

10

City Document No. 26.

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Public Works Department.

11

Revenue.

Collected by City Collector on Account of the Public Works

Department (Maintenance Account) and Credited to

General Revenue, as per Collector.

Bridge Service:
Sale of old material
Sale of horses ....

Ferry Service :

Tolls

Rents

Sale of old material
Headhouse privileges .
Commission on telephone stations,

$25 86
340 10

$365 96
105,037 02

$103,797 50
514 00

74 00
600 00

51 52

Lighting Service :

Rents

Paving Service:

Assessments on abutters for side-
walks

Permits

Stone from Chestnut Hill ledge

Sale of buggy and cart

Sale of old material

Hire of steam roller

Hyde Park sidewalk assessments

Sanitary Service:
Sale of manure ....
Sale of offal — Hyde Park .
Sale of old material
Hire of dumping scows
Hire of teams ....

Refund from building run at Fort

Hill Wharf

Dumping boat service .

Street Cleaning Service :

Rent

Sale of old barrels ....

Sewer Service:

Sewer Assessments

Sewer Assessments — Hyde Park,

Entrance fees

Disposal of sewerage

Carried forward .

1,200 00

,292 87

31,572 92

1,117 17

25 00

948 49

39 75

69 40

$878 58

1,267

65

289

59

3,580 00

27

50

356 00

859

85

$600 00

3

50

$285

04

3,692

50

4,854

24

6,423

73

62,065 60

7,259 17

603 50

$15,255 51 $176,531 25

12

City Document No. 26.

Brought forward
Rents

Sale of horse .
Sale of Junk .
Labor and material

Water Service:

Water rates !

Off and on for non-payment

Fees for summonses

Labor and material for construc-
tion, changes and repairs of
mains, service pipes and other
structures .

Sale of merchandise

Sale of old materials

Interest on Bank deposits

Miscellaneous

$15,255 51

10 00

147 25

44 00

240 50

,947,210 88

2,085 45

5,013

94

63,051

40

7,970

75

3,615

55

248

25

2,404

14

$176,531 25

15,697 26

3,031,600 36

[,223,828 87

Public Works Department.

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573 12

1,533 70
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Completed Feb. 24, 1913. . .
Completed May 19, 1913. . .

Completed May 29, 1913. . .

Completed June 30, 1913. . .
Completed Aug. 23, 1913. . .

Completed Aug. 16, 1913. . .

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April 18, 1913.

April 25, 1913.

May 20, 1913.
June 3, 1913.

June 3, 1913.

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1 Newcomb street, Bradford street and Rochester
street, city proper, and Newman street, Roxbury.

tolph street and N. Y., N. H. & H. R. R., from 75
feet southwest of Albemarle street to 115 feet
northeast of Durham street; passageway between
St. Botolph street and N. Y„ N. H. & H. R. R.,
from 105 feet southwest of Follen and Garrison
streets; South Margin street, between Hale and
Staniford streets, city proper.

feet beyond Station street; Tremont street, Lin-
den Park street to Roxbury Crossing, Roxbury.

square, Charlestown.

1 A street, between West Fourth and West Fifth
streets; C street, between Broadway and West
Fifth street; D street, between West Fourth
street and Broadway; West Fourth street, be-
tween railroad bridge and Dorchester avenue;
Gold street, between railroad bridge and A street;
Gold street, between B and C streets; West
Sixth street, between E and D streets, South
Boston.

streets, Dorchester'; Washington street, westerly
side, between Brattle and Hanover streets; Port-
land street siphon; Hanover street, between
Portland and Washington streets, city proper.

42

City Document No. 26.

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59

The following table shows the snowfall and rainfall
since 1907:

Snowfall (inches).

Month.

1907.

1908.

1909.

1910.

1911.

1912.

1913.

16.1

25.5

6.6

4.3
9.3
4.4
0.8

11.2
2.3
3.1

11.9
12.6
0.2

0.7
19.5

17.8
0.2
2.0
0.5
0.3
9.2

0.3

March

7.7
0.5
1.4

1.4
8.1

0.3
3.7

7.0

3.5

12.3

0.9

Totals i

55.2

22.3

28.9

34.2

24.2

30.0

10.8

Rainfall (inches).

Month.

1907.

1908.

1909.

1910.

1911

1912.

1913.

January. . .
February. .

March

April

May

June

July

August ....
September.
October. . .
November .
December.

2.54
1.88
1.66
3.31
3.12
2.56
1.09
1.10
7.43
2.54
6.02
4 31

2.47
2.96
2.97
1.70
3.78
1.08
3.17
4.35
0.68
3.70
0.74
2.47

3.94
4.71
3.28
3.92
2.33
4.45
0.97
3.55
5.15
1.07
4.11
3.19

4.25
3.44
1.25
2.22
1.02
4.89
1.15
0.98
2.14
1.14
3.75
2.10

2.28
2.S5
2.95
2.28
0.35
3.67
4.65
4.17
2.95
2.27
4.29
3.07

2.87
2.38
4.18
3.07
4.04
0.27
5.16
1.94
1.67
1.00
2.61
5.36

2.38
2.99
4.81
4.77
3.22
0.64
2.69
2.86
2.51
6.04
2.15
3.05

Totals 37.56 30.07 40.67 28.33 35.78 34.55 38.11

In this rainfall is included the precipitation during the winter months, which equals
one-tenth of an inch to one inch of snowfall.

60

City Document No. 26.

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Public Wokks Department. 61

Public streets laid out and discontinued by the Street
Commissioners during the year show pavements in-
creased 5.13 miles or 85,458 square yards.

The building of Stadium Bridge, North Harvard
street, shows pavements increased 213 square yards.

Corrections to previous measurements on account of
revision and other causes show pavements increased
0.21 mile or 5,849 square yards.

Total net increase, 5.34 miles or 91,520 square yards.

The rate of increase from year to year is shown in
the following table :

Miles. Milea. Miles.

1859 111.50 1885 379.60 1900 489.55

1871 201.32 1886 383.55 1901 491.85

1872 207.40 1887 390.30 1902 496.90

1873 209.24 1888 392.72 1903 499.85

1874 313.90 1889 397.84 1904 500.39

1875 318.58 1890 404.60 1905 502.20

1876 327.50 1891 409.60 1906 502.80

1877 333.20 1892 434.59 1907 510.04

1878 340.39 1893 443.34 1908 511.60

1879 345.19 1894 447.65 1909 514.28

1880 350.54 1895 452.12 1910 518.63

1881 355.50 1896 456.11 1911 521.21

1882 359.85 1897 459.12 1912 561.36

1883 367.99 1898 471.19 1913 567.51

1884 374.10 1899 479.47 1914 572.85

62

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Public Woeks Department. 63

The following changes in pavement were made during
the year:

0.00 mile or 49 square yards asphalt changed to granite block.

0.06 mile or 1,286 square yards asphalt changed to wood block.

0.02 mile or 188 square yards asphalt changed to bitulithic.

0.00 mile or 55 square yards granite block changed to asphalt.

0.40 mile or 6,403 square yards granite block changed to wood block.

0.41 mile or 3,353 square yards granite block changed to bitulithic.

0.00 mile or 95 square yards granite block changed to macadam.

0.02 mile or 471 square yards plank on bridges changed to wood block.

0.02 mile or 290 square yards plank on bridges changed to macadam.

0.00 mile or 52 square yards brick changed to wood block.

0.08 mile or 501 square yards cobble changed to granite block.

0.06 mile or 340 square yards macadam changed to asphalt.

0.33 mile or 11,487 square yards macadam changed to granite block.

1.24 miles or 32,653 square yards macadam changed to wood block.

0.02 mile or 343 square yards macadam changed to brick.

0.81 mile or 20,058 square yards macadam changed to bitulithic.

0.05 mile or 2,074 square yards gravel changed to granite block.

0.00 mile or 9 square yards gravel changed to wood block.

0.00 mile or 4 square yards gravel changed to bitulithic.

8.17 miles or 130,415 square yards gravel changed to macadam.

0.00 mile or 1,467 square yards not graded changed to asphalt.

0.30 mile or 15,494 square yards not graded changed to granite block.

0.00 mile or 725 square yards not graded changed to brick.

0.00 mile or 2,119 square yards not graded changed to bitulithic.

0.17 mile or 2,856 square yards not graded changed to macadam.

0.02 mile or 275 square yards not graded changed to gravel.

Streets laid out or discontinued by the Street Com-
missioners during the year show:

Asphalt decreased 0.01 mile or 45 square yards.
Granite block decreased 0.06 mile or 1,045 square yards.
Wood block increased 0.00 mile or 2,881 square yards.
Brick increased 0.00 mile or 119 square yards.
Macadam increased 0.70 mile or 10,212 square yards.
Gravel increased 4.43 miles or 68,463 square yards.
Not graded increased 0.07 mile or 4,873 square yards.

The building of Stadium Bridge shows North Harvard
street at Stadium Bridge:

Macadam increased 0.00 mile or 213 square yards.

Corrections on account of revision and other causes
show:

Asphalt increased 0.01 mile or 98 square yards.

Granite block increased 0.11 mile or 2,333 square yards.

Wood block decreased 0.00 mile or 52 square yards.

Plank on bridges decreased 0.02 mile or 288 square yards.

Brick decreased 0.00 mile or 40 square yards.

Bitulithic increased 0.01 mile or decreased 15 square yards.

Macadam increased 0.31 mile or 7,421 square yards.

Gravel decreased 0.25 mile or 3,170 square yards.

Not graded increased 0.04 mile or decreased 438 square yards.

64

City Document No. 26.

List of Personal Property of the Public Works Depart-
ment on Hand February 1, 1914, and Estimated Value
of Same, Allowing for Depreciation.

Central Office.

1 automobile

Robes ....

Supplies for automobile

Bridge Service.

6 horses

6 wagons .

7 buggies .
9 harnesses

16 blankets

3 robes

2 automobiles

1 auto truck
Supplies, tools and machinery

Ferry Service.

7 ferryboats

Tools, machinery and supplies

$450 00
22 00
45 00

$517 00

$1,950 00

360 00

210 00

108 00

12 00

15 00

2,300 00

2,000 00

8,600 00

$15,555 00

$220,000 00
30,000 00

$250,000 00

LightinglService.

9,997 mantle gas lamps "1

17 triplicate gas lamps j

95 double gas lamps \

159 fire gas lamps j

4,718 arc lamps

3,507 tungsten lamps

2 horses

2 buggies

1 auto and supplies

2 robes .

1 sleigh

2 harnesses .

posts

,000 00

650 00

60 00

800 00

20 00

10 00

40 00

$121,580 00

Public Works Department.

65

Paving Service.

2 autos . $1,000 00

260 blankets

260 00

28 buggies

870 00

11 pungs

220 00

7 sleighs

140 00

10 jiggers

*

500 00

31 wagons

1,860 00

10 caravans

1,000 00

3 horse sweepers

240 00

3 road scrapers .

1,200 00

3 road machines .

1,800 00

14 street watering carts

2,500 00

96 dump carts

10,000 00

116 horses

37,700 00

19 snow levels

3,800 00

21 section rollers .

2,100 00

12 steam rollers

21,200 00

35 desks

300 00

2,301 picks .

1,150 00

1,989 shovels

1,193 40

Supplies, tools, machinery, surveying instruments,

engineers' supplies, etc. ....

50,000 00

$139,033 40

Sanitary Service.

2 automobiles . $1,800 00

2 auto trucks .

6,000 00

299 horse blankets

299 00

28 buggies

1,600 00

197 carts ....

14,000 00

251 harnesses

5,600 00

315 shovels

156 00

206 horses ....

66,950 00

91 wagons

4,500 00

23 desks ....

460 00

5 sleighs ....

50 00

109 pungs ....

1,000 00

Miscellaneous tools, washing

supplies

5, instru-

ments, etc.

40,000 00

3 scows

30,000 00

$172,415 00

66

City Document No. 26.

Street Cleaning and Oiling Service.

3 autos ....
139 carts ....

23 buggies

27 street watering carts .

11 wagons
210 harnesses
178 horses ....

42 street sweeping machines

10 flushing machines
112 push carts .

713 street sweeping brooms

714 shovels

657 picks ....
Miscellaneous supplies, etc.

$2,100 00

9,730 00

920 00

2,700 00

900 00

2,500 00

57,850 00

8,400 00

4,000 00

224 00

500 00

500 00

459 90

12,000 00

$102,783 90

Sewer Service.

4 automobiles

$2,500 00

46 horses .

14,950 00

31 wagons

1,550 00

22 buggies

660 00

27 carts

2,700 00

2 caravans

250 00

71 harnesses

2,130 00

90 blankets

120 00

11 sleighs .

220 00

614 shovels

428 40

507 pails

304 20

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480,000 00

$505,812 60

Water Service.

5 automobiles .

$6,000 00

57 horses

18,525 00

40 wagons .

2,200 00

14 buggies .

280 00

10 sleighs

100 00

12 pungs

120 00

Shovels, picks and miscellaneous stock consisting

r

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310,000 00

$337,225 00

Public Works Department.

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City Document No. 26.

Employees.

The following tables show the number of requisitions
made on the Civil Service Commission for men; the
number appointed, reinstated, died, resigned, discharged
and retired; also the grade and number of employees
in the department:

Requisitions made on the Civil Service Commission

Requisitions canceled

Certifications returned, no selection made

Number of men called

Number of men certified ....
Number of men appointed ....
Provisional appointments made permanent
Applications made for promotions

Promotions allowed

Promotions allowed provisionally

Requests for permission to reinstate .

Reinstatements allowed

Reinstatements not allowed

Number of men resigned

Number of men discharged .

Number of men died

Number of Civil War veterans retired

Number of laborers retired ....

Number of transfers to other departments

Number of transfers from other departments

64

5

4

120

215

113

22

20

12

8

25

*20

5

14

38

87

17

50

14

45

The records of the department show that there are
now 3,370 persons eligible for employment in the several
divisions and of that number 3,223 were upon the Jan-
uary, 1914, pay rolls.

* Fourteen of these men were on the eligible list February 1, 1913.

Public Works Department.

81

Grade and Number of Employees.

Divisions.

Title.

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16
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4

7

64

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25

54

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7
6

42

7

40
9
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148

31

31

2

2

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49

170

262

77

63

37

200

8

137

1,003

82 City Document No. 26.

Grade and Number of Employees. — Continued.

Divisions.

Title.

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6

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304

150

187

276

163

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12

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1

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36

36

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476

296

347

172

206

10

452

2,609

Public Works Department. 83

Grade and Number of Employees. — Concluded.

Divisions.

Title.

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476

296

347

172

206

10

452
2

2,609

2

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1

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1
1

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2

2
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1

7

1

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1

1

36

2

3
13

4

27

8

27

5

116

2

1

1

77

16

181

130

27

1

431

2

3

Tollmen

12

12

4

1

30

3

1

4

1

21

16
3
4
5

13

5

5

1

12

90

6

5

5

9

5

6

7

40

Totals

54

771

534

558

515

188

219

12

519

3,370

84

City Document No. 26.

Comparative Table Showing the Number of Employees Actually
Employed February 1, 1913, and February 1, 1914.

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56

212

179

11

739

571

528

474

509

3,279

February 1, 1914

54

214

182

12

733

546

506

484

492

3,223

Total Eligible Force.

February 1, 1913

56

217

186

11

773

596

553

496

538

3,426

February 1, 1914

54

219

188

12

771

558

534

515

519

3,370

Public Works Department.

85

rable of Employees Showing Appointments, Transfers, Resignations, Retirements, Deaths, etc.,

During the Year.

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186

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771

1

53

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2

2

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1

7

6

1

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14

9

2

3

45

3

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596

558

31

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11

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1

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59

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496

515

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553
538

534
519

14

8

1

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25

87

50

17

14

166

14

38

3,426

Totals

3,370

166

45

6

113

1

* Includes eight Central Office employees who are paid on Water Service pay roll.

Report of Examining Physicians.

Number of accidents to employees reported
Number of employees examined for retirement
Number of employees treated . . . .

Report of Chief Veterinarian.

Horses died

Horses condemned and killed . .

Horses sold at public auction

Horses bought

398

10

573

17

21

20

—

58

57

Respectfully submitted,

L. K. Rourke,
Commissioner of Public Works.

PUBLIC WORKS DEPARTMENT— ORGANIZATION CHART.

PART II.

APPENDICES.

APPENDIX A.

Appropriation ....

$80,000 00

Transferred from Highway Division 159 50

Salary, commissioner

$9,000 00

Salaries, clerks, stenographers

60,836 94

Automobile expense:

Wages of chauffeur $1,113 00

Electric light at garage 10 75

Gasolene . . . * 385 87

Oil soap and grease 37 10

Tubes, cases, repairs

and supplies, . 540 44

Registration . 15 5C

)

9 109 (\(\

i..jw_ UO

Books, papers and office expense

437 77

Stationery

742 41

Telephones, rentals and calls .

2,981 22

Printing

3,173 76

Postage

384 11

Travel expense ....

200 63

Expert services, real estate

300 00

,159 50

,159 50

* $76.93 furnished other Service (452 gallons).

89

90 City Document No. 26.

APPENDIX B.

REPORT OF THE DIVISION ENGINEER OF THE
BRIDGE AND FERRY DIVISION.

Boston, February 2, 1914.

Mr. L. K. Rourke,

Commissioner of Public Works:

Dear Sir, — I respectfully submit the following
report of the income, expenditures and operation of the
Bridge and Ferry Division for the year 1913.

The expenditures of the division in the regular main-
tenance appropriations of the department were $566,-
894.91, as against an appropriation and revenue of
$598,189.63, leaving a surplus for the year of $31,294.72.

In addition to the regular maintenance work the divi-
sion supervised the expenditure of $290,370.51 under
a number of special appropriations, mainly for the con-
struction of bridges, making the total expenditures for
the year under appropriations credited to the Bridge
and Ferry Division $857,265.42. This figure does not
include the cost of widening and rebuilding Pleasant
Street Bridge, which was paid for out of a special
appropriation under the Highway Division, nor the
expenditures on grade crossings and on work of other
departments supervised by the division engineering
staff.

Public Works Department. 91

Bridge Service.

There are in Boston 186 highway bridges, of which
117 are maintained wholly or in part from the appro-
priation for the Bridge and Ferry Division, 45 are
maintained wholly by the railroad corporations, 22
by the Park and Recreation Department and 2 by the
Metropolitan Park Commission.

In addition to the usual work of maintenance on the
bridges in its care this division has supervised during
the year a considerable amount of new construction
work on bridges, etc., principally as follows:

Chelsea Bridge (over North Channel of Mystic River) . —
The work of rebuilding this bridge, begun under con-
tracts made in 1912, was substantially completed during
the year. In the old bridge there was a single water-
way, 60 feet in width, situated in an unsatisfactory
location near the Chelsea shore. Acting under an order
of the War Department the city has now provided
through the bridge two waterways, each 125 feet in
width, dredged to a depth of 30 feet at low water, thus
opening up the Mystic River Basin to navigation by
the largest vessels that can ever enter that estuary. This
work necessitated the building upon a permanent
masonry pier of a new steel draw span 363 feet long and
60 feet wide, weighing over 1,400 tons, this being the
largest draw span in this part of the country. The
remainder of the bridge, a pile structure, was rebuilt
only so far as was necessary to conform to the new draw
span. The reconstructed bridge was opened to travel
May 28, 1913. (For a detailed description of this work
see page 108).

Chelsea Bridge (over South Channel of Mystic River) . —
For a number of years the old draw span of this bridge,
built in 1877, has been inadequate for highway travel,
necessitating rigid traffic restrictions, which result in
frequent blockades to the highway travel in rush hours.
A permanent new bridge is needed extending from the
Charlestown shore at the Navy Yard to Mystic Wharf.
As a preliminary step to the building of a permanent
new structure an appropriation of $75,000 was made for
the construction of a temporary bridge alongside the
existing bridge. A contract for the temporary bridge
was made August 15, 1913. Work was begun Sep-
tember 8, 1913, and is still in progress. (See page 92.)

92 City Document No. 26.

Apportionment of Cost of Bridges Between Boston and
Chelsea. — Under an act of the Legislature (chapter
581 of the Acts of 1911, supplemented by chapter 341
of the Acts of 1913) the cost of the reconstruction of
Chelsea Bridge, noted above, and of Meridian Street
Bridge, rebuilt in 1912, which has been wholly borne
by the City of Boston, is to be apportioned in part by
a special commission upon the city of Chelsea, other
cities and towns specially benefited, and the street rail-
way companies using the bridges. An important part
of the work of the engineering staff of this division has
been the preparation and presentation, under the direc-
tion of the Corporation Counsel, of evidence in the
city's case on this apportionment, on which hearings
were begun in April, 1913, and were not concluded
until January, 1914.

Broadway Bridge (over Fort Point Channel). The
greater part of this bridge was rebuilt in 1901-04, but
at that time the old draw span, built in 1874-75, was
continued in service, and had reached a condition such
that its rebuilding is now necessary. On November 20,
1913, a contract was made for rebuilding the draw span
and the masonry pier upon which it rests, and work on
the new steel structure is now in progress at the mills
and shops. It is expected that the new draw span will
be completed during the summer of 1914.

Winthrop Bridge. — The reconstruction of Winthrop
Bridge, which for some time has been an urgent neces-
sity, was authorized by the Legislature under chapter
412 of the Acts of 1913, which provides that the City of
Boston shall do the work, and that the cost of rebuild-
ing the bridge shall be apportioned between Boston and
Winthrop. Plans have been prepared and approved by
the Directors of the Port of Boston, but the approval
of the Secretary of War is still pending. A contract for
the rebuilding of this bridge will be let as soon as the
Federal license is obtained.

L Street Bridge. — The work of repairing L Street
Bridge, begun in 1912, was completed September 3, 1913.
This involved the complete rebuilding of the floor of
the pile bridge and the strengthening of same to provide
for street car traffic, the cost of strengthening being
borne by the Boston Elevated Railway Company. An
electric motor was substituted for steam power for the
operation of the draw span. (For a detailed description
of this work see page 111.)

Public Works Department. 93

Pleasant Street Bridge. — Pleasant Street Bridge, over
the southerly entrance to the Tremont Street Subway,
was widened and rebuilt during the year in connection
with the widening of that street. (See page 112.)

Lawndale Terrace Subway. — The construction of a
subway for foot travel, under the Providence Division
of the New York, New Haven & Hartford Railroad, at
Lawndale terrace, Jamaica Plain, begun in 1912, was
completed on March 28, 1913.

Public Boat Landings. — During the year two tem-
porary public boat landings, one at Northern Avenue
Bridge, the other at Summer Street Bridge, in Fort
Point channel, were completed and opened to public
use.

Abolishment of Grade Crossings. — The work on the
abolishment of the grade crossing on Saratoga street,
East Boston, by the Boston, Revere Beach & Lynn
Railroad, begun under a decree of the Superior Court
in 1912, continued through the year until its completion
on December 6, 1913. A verification of the accounts
of the cost of the work for submission to the auditor
appointed by the Court to apportion the expense is now
in progress. (See, also, Saratoga Street Bridge, page
112.)

Ferry Service.

A system of checking the collection of tolls from team
traffic was put in operation during the year, and by its
introduction approved business methods are now in
effect in connection with the financial administration
of the ferries. During the year the work of repairing
ferry landings, under a special appropriation previously
made, was completed and an unusually large amount of
repair work to the ferryboats was done. Taken as a
whole, the. condition of the ferry plant shows marked
improvement over former years.

The Directors of the Port of Boston have taken the
old Eastern Railroad pier property, adjoining the South
Ferry landing in East Boston, and they propose to
deepen the dock next the ferry property by dredging.
As this will undermine the ferry coal pocket and as
part of the southerly ferry slip is needed for entrance
to the proposed new dock, some rearrangement of the
East Boston ferry landings will have to be made before
the improvements contemplated by the Directors of
the Port can be carried out, and plans for changes in
these ferry landings are now under consideration.

94 City Document No. 26.

Recommendations for 1914.

Bridge Service. — During the coming season a con-
siderable amount of repair work on bridges should be
done by contract in addition to the ordinary repairs
made by the maintenance force of the division. For
this purpose an appropriation was requested in the
budget estimates of 1914 of $108,000 for the repair of
thirty-three City of Boston bridges and $19,000 for
Boston's share of necessary repairs on bridges under the
charge of the Boston and Cambridge Bridge Commission.
This money should be provided either as a part of the
regular department appropriation or as a special appro-
priation. Of this total amount of $127,000, $57,000 is
required for cleaning and painting steel structures.
Failure to keep bridges properly painted, particularly in
the case of steel bridges over railroads, is a most waste-
ful policy, as has been proven in the past in the case of
Boylston Street Bridge over the Boston & Albany
Railroad, which had to be entirely rebuilt in 1907 after
eighteen years' service because of the excessive deteri-
oration of the steel members from corrosion.

In addition to the above repair work on bridges,
Hyde Park Avenue Bridge over Mother brook (Ward
26) should be entirely rebuilt, and the flooring of
Warren Bridge, which has been in service for thirty-one
years, should be renewed. Consideration should also
be given to the necessity of rebuilding Congress Street
Bridge across Fort Point channel, particularly in view
of the large increase in teaming traffic between the
city proper and the Commonwealth and fish piers on
the South Boston waterfront.

The building of a permanent structure in the portion
of Chelsea Bridge over the south channel of the Mystic
river will shortly have to be provided for. The tempo-
rary bridge, now under construction, will replace the
existing draw span which is now unsafe for heavy loads,
but, because of its narrow width, it will not be adequate
to reasonably accommodate the large volume of street
car and team traffic using this important thoroughfare.

Ferry Service. — In the Ferry Service the most impor-
tant matter is the provision for a new ferryboat in place
of the old ferryboat "D. D. Kelly," which has been in
service since 1879. The United States Government
inspectors have cut down the allowable boiler pressure
from the original limit of 40 pounds to 25 pounds, which

Public Works Department. 95

is the minimum pressure on which the boat can be
safely operated. At any time the inspectors are liable
to condemn the boat or to order a still further reduction
in the allowable boiler pressure, which will be virtually
a condemnation so far as service on the East Boston
ferries is concerned. An appropriation for a new boat
should be made early in 1914, as nearly a year will be
required for its construction.

A special appropriation should also be made for
rebuilding during the fall and winter of 1914 the south
fender pier at the North Ferry, East Boston, and the
south fender pier at the South Ferry, East Boston, both
of which are in poor condition.

The ferryboat "Hugh O'Brien" will have to be
extensively repaired, involving the entire renewal of
the roadway deck and such timbers as may be found
in a decayed condition. On the ferryboats " Noddle
Island" and " Governor Russell" the circulating pumps
and surface condensers are in poor condition and should
be replaced by new pumps with jet condensers, similar
to that just installed on the "General Sumner." All
four headhouses should be painted, two drops at the
North Ferry should be paved and a new tank should be
provided at the North Ferry, East Boston.

Provision for this maintenance repair work on the
ferries has been made in the department recommenda-
tions for the budget for the ensuing year.

Report in Detail.

A detailed report of the operation and expenditures
of the Bridge and Ferry Division during the year,
including a statement of the financial activities of the
division, exclusive of the cost of work supervised for
other departments or divisions, is appended herewith.

Respectfully submitted,
Frederic H. Fay, Division Engineer.

96 City Document No. 26.

BRIDGE AND FERRY DIVISION.

Financial Statement.

Receipts.

Appropriation $597,000 00

Revenue :

Bridge Service .... $289 63

Ferry Service 900 00

1,189 63

$598,189 63

Expenditures from Maintenance Appropriation.

Bridge Service:

City of Boston bridges . . . $271,423 04

Bridges in charge of Boston and
Cambridge Bridge Com-
mission 17,744 48

Total charged to Bridge Service, $289,167 52

Ferry Service 277,727 39

Total expenditures under appro-
priation $566,894 91

Transferred :

To Highway Division . . . 30,000 00

Balance unexpended . . . 1,294 72

$598,189 63

Total Expenditures.
Bridge Service:

Expenditures from maintenance

appropriation, as above . . $289,167 52
Expenditures charged to special
appropriations (new construc-
tion, contract repair work, etc.), 282,838 00

Total amount expended on

bridges $572,005 52

Ferry Service:

Expenditures from maintenance

appropriation, as above . . $277,727 39

Carried forward . . . $277,727 39 $572,005 52

Public Works Department. 97

Brought forward . . . $277,727 39 $572,005 52

Expenditures charged to special
appropriation for Ferry Land-
ings, Repairs .... 7,532 51

Total amount expended on

ferries 285,259 90

Total expenditures by Bridge and Ferry
Division, exclusive of expenditures for grade
crossings and of work supervised by the
division engineering staff but paid for out of
appropriations of other departments or divi-
sions $857,265 42

Bridge Service.

At the close of the fiscal year 1913-14 there are in
the City of Boston 186 highway bridges, not including
culverts. Six of these bridges, namely, Brookline
Street, Cambridge, Cambridge Street, Harvard, Prison
Point and Western Avenue to Cambridge, all connecting
Boston and Cambridge (the four latter being draw
bridges) are in charge of two commissioners, one of
whom is appointed by the Mayor of Boston and the
other by the Mayor of Cambridge. One-half the cost
of the maintenance of these six bridges is paid by the
City of Boston out of the appropriation for the Bridge
and Ferry Division, and the division engineer of that
division is the commissioner for the City of Boston in
charge of these bridges. The Anderson Bridge at
Soldiers Field, replacing the North Harvard Street
Bridge, between Boston and Cambridge, is now being
constructed under the direction of the Metropolitan
Park Commission, and upon its completion will be
maintained by the Boston and Cambridge Bridge
Commission. The report of the Commissioner for the
Boston and Cambridge bridges will be found in Appendix
E. The Charles River dam, on the site of the old Canal
or Craigie Bridge, and Mattapan Bridge are in charge
of the Metropolitan Park Commission. One hundred
and thirty-nine bridges are supported wholly or in
part by the City of Boston, twenty-four of these being
over navigable waterways and provided with draws.
Forty-five highway bridges are supported entirely by
railroad corporations.

There are sixteen important drawbridges wholly
maintained by the City of Boston, namely, Broadway,

98

City Document No. 26.

Chelsea South, Congress Street and Warren, operated
by steam; Atlantic Avenue, Charlestown, Chelsea North,
Chelsea Street, Dorchester Avenue, Dover Street, L
Street, Maiden, Meridian Street, Neponset and Summer
Street, operated by electricity; and Northern Avenue,
operated by compressed air, the compressors being run
by electricity.

(i.)

(2.)

EXPENDITURES ON BOSTON BRIDGES.

Administration :

Division engineer * . $2,500 00

Supervisors . . . 3,949 17

Engineers and draftsmen, 24,303 64

Stenographer . . . 1,050 57

Messenger ... 318 00

Pensions paid to veterans of Civil War,

retired

Pay allowed for holidays .

Pay allowed for injuries to employees

Printing, postage and stationery

Advertising

Telephones

Traveling expenses ....
Engineers' office supplies, etc. .

$32,121 38

4,292 25
610 10
137 50

1,005 90
125 50
306 76
446 28
893 81

On Bridges:
Salaries of drawtenders and

caretakers
Extra help on bridges

$142,067 80
140 00

Light

Fuel _ .

Electric power

Sand

Water .

Oil

Tools, hardware and suppl

Furnishings .

Building repairs, etc

Ironwork and machine repairs

General repairs, fences, piers, foundations,
etc. (outside of department force)

General repairs on machinery, roadways,
fences,etc. (by department mechanics)
Labor, carpenters, paint-
ers, watchmen, elec-
trician and machinist .
Labor, removing snow
and cleaning bridges .

Lumber
Paint stock

$142,207 80

1,110 27

3,176 37

3,698 85

41 66

107 56

1,176 01

2,219 78

164 64

602 72

9,369 46

1,367 87

5,314 24

1,200

14

$23,514 3S

21,888 84

455 37

$39,939 48

Carried forward

$45,858 59 $165,242 99 $39,939 48

* One-half salary; remainder paid by Ferry Service.

Public Works Department.

99

Brought forward . . . $45,858 59 $165,242 99 $39,939 48

Paid railroad company's
for flagmen . . . 175 71

46,034 30

211,277 29

(3.) Public Landings : Rent, East Boston public landing . 366 63

(4.) Yard and stable:

Yard: Employees:

Clerk, janitor and watch-
men ....
Light ....

Fuel

Repairing, building, etc.,
Catch-basin

Stable:

Employees : Stablemen

and teamster
Feed and straw
Veterinary
Shoeing and clipping
Wagons and harness
Stable supplies
New horses

(5 . ) Automobiles :

New: Truck . . . .
Maintenance:
Division engineer :
Wages, chauffeur

(part) . .$774 00
Storage . . 240 00

Repairs and sup-
plies . . 1,036 29
Oil . . . .45 10
Gasolene . . 173 23
Tires and tubes :
New . $305 19
Repairs, 42 25

52,587 76
118 70
194 79
325 75
198 29

54,345 50

983 45

61 50

292 95

1,138 27

58 78

454 63

$,425 29

7,334 58

$3,100 00

10,759 87

347 44

,616 06

Supervisor :
Wages, chauffeur, $993 21

Storage

Repairs, supplies,
oil, etc.

Gasolene

Tires and tubes :
New . $349 60
Repairs, 47 35

135 00

362 37

396 95

Truck:
Wages, chauffeur, $824 00
Repairs and sup-
plies . . .106 20
Oil ... 53 05

1,986 51

Carried forward .

$983 25 $4,602 57 $3,100 00 $262,343 27

100 City Document No. 26.

Brought forward . .$983 25 $4,602 57 $3,100 00 $262,343 27
Gasolene . . 20 74
Tires and tubes :
New . $295 56
Repairs, 77 65

373 21

1,377 20

5,979 77

9,079 77

Total expenditures on City of Boston bridges . . .$271,423 04

Summary :

(1) Administration $39,939 48

(2) Bridges 211,277 29

(3) Public landings ...... 366 63

(4) Yard and stable 10,759 87

(5) Automobiles 9,079 77

Total * $271,423 04

EXPENDITURES UNDER SPECIAL APPROPRIATIONS DURING
FISCAL YEAR 1913-14.

Ashland Street Bridge.
Labor, Paving Service, building approaches. . $330 00
Amount paid Boston Bridge Works under con-
tract for building sidewalks .... 1,427 00

$1,757 11

Total expended to January 31, 1914, $1,801.61.

Broadway Bridge, Rebuilding.

Engineering $3,377 29

Printing 107 70

Advertising 11 70

$3,496 69

Total expended to January 31, 1914, $4,150.71.

Chelsea Bridge North.

Engineering $4,691 50

Inspection 1,815 84

Rent of wharf for temporary bridge . . . 900 00

Reporting hearings 579 90

Two Norton jacks 443 34

Services of diver 33 40

Photographs and prints 98 13

Supplies for engineers' field office .... 16 75

Travel expenses 190 21

Shop inspection of material 323 45

Curbs, scuppers, etc 127 26

Installing machinery:

Lundin Electric Company . . $225 00

J. H. Long Machinery Company, 962 34

Cutler-Hammer Manufacturing

Company 14 67

1,201 95

Carried forward $10,421 73

* Does not include bridges under charge of Boston and Cambridge Bridge Commission.
(See Appendix E, page 489.)

Public Works Department. 101

Brought forward $10,421 73

Water pipe tunnel :

Lawler Brothers .... $442 00

Metropolitan Water and Sewer

Board 835 63

1,277 63

Bay State Dredging Company .... 1,019 40
Lighting and heating apparatus:
Herbert S. Potter lighting ap-
paratus $1,827 08

Heating apparatus . . . 514 90

2,341 98

Amount paid Boston Bridge Works
under contract for building
superstructure :
Contract items .... $121,691 71
Less amount paid in 1912 . . 13,600 00

- 109,091 71

Amount paid Boston Bridge Works for miscel-
laneous repairs 973 89

Amount paid George T. Rendle
under contract for rebuilding
bridge:
Contract items .... $156,663 36
Extra work under order April 5,

1912 2,188 00

Extra work under order April 10,

1912 2,766 79

Extra work under order July 1,

1912 1,409 89

Extra work under order Septem-
ber 19, 1912 .... 13,591 32

$176,619 36
Less 15 per cent on $84,144.11 . 12,621 62

$163,997 74
Less amount paid in 1912 . . 141,257 82

22,739 92

Amount paid W. E. Litchfield for

completion of Rendle contract
for rebuilding bridge . . . $15,069 72
Less 15 per cent .... 2,260 46

12,809 26

Amount paid W. E. Litchfield, miscellaneous

work 386 52

$160,368 03

Total expended to January 31, 1914, $380,294.55.

Chelsea Bridge South.

Engineering . . $3,495 84

Inspection 680 50

Advertising and printing 78 91

Travel expenses 25 42

Miscellaneous supplies, etc 5 00

Amount paid Rendle & Stoddard
under contract for building
temporary bridge . . . $34,190 00
Less 15 per cent .... 5,12S 50

29,061 50

$33,347 17

Total expended to January 31, 1914, $33,347.17.

102 City Document No. 26.

Meridian Street Bridge.

Inspection $377 06

Reporting hearings 190 20

Photographs 43 75

Electric machinery (J. H. Long Machine Com-
pany) 1,006 90

Amount paid Cutler-Hammer Manufacturing

Company, testing electric machinery . . 136 74

Miscellaneous repairs, Lawler Brothers . . 674 52

W. H. Ellis, cleaning up flats 150 00

Amount paid Lawler Brothers under
contract for rebuilding draw span,
pile bridge, etc $128,152 90

Extra work under orders of ;
December 21, 1911
December 28, 1911
February 13, 1912
Mav 24, 1912 .
June 1, 1912 .
January 15, 1913

Less amount paid, 1912

Amount paid Laskey & McMurrer under con-
tract for heating apparatus 230 00

Amount paid M. S. Kelleher for con-
structing drawtenders' house . $2,259 00

Extra work under order December

31, 1912 40 00

255

50

225

00

11,997

73

2,430

00

6,713

98

541

69

$150,316 80

. :

— 17.599 45

$2,299 00
Less amount paid in 1912 . . . 1,959 15

344 85

Amount paid Bay State Dredging Company
under contract for dredging .... 324 40

$21,077 87

Total expended to January 31, 1914, $169,532.20.

Temporary Public Landings.

Engineering $39 00

Amount paid W. H. Ellis under con-
tract for construction of landings, $5,247 00

Extra work under order February
16, 1913 258 93

$5,505 93
Less amount paid in 1912 . . . 2,675 97

2,829 96

Amount paid W. H. Ellis for construction of fence, 113 08

Total expended to January 31, 1914, $6,161.81.

Amount paid Bay State Dredging Company
under contract for dredging channel . . . 495 00

5,477 04

Public Works Department. 103

BRIDGE REPAIRS. (Appropriation.)

Brookline Street Bridge.*

Advertising $51 98

Printing 21 25

Amount paid James Doherty under contract for

paving bridge 6,322 S5

Amount paid W. H. Ellis for construction of

parapet 49 52

$6,445^60

Charlestown Bridge.

Paint stock _ $134 65

Miscellaneous ironwork 47 66

Amount paid W. A. Snow Iron
Works under contract for re-
pairing iron railings :
Total expenditures from begin-
ning of work to January 31,
1914 . . . . . . $2,262 41

Less payments prior to February

1, 1913 1,677 64

584 77

Amount paid M. M. Devine under
contract for cleaning and paint-
ing:

Total expenditures from begin-
ning of work to January 31,
1914 $5,400 00

Less payments prior to February

1, 1913 4,968 00

Harvard Bridge.*
Painting girders:

Labor $148 87

Stock 8 75

Amount paid F. S. & A. D. Gore
under contract for planking
and paving bridge:
Total expenditures from begin-
ning of work to January 31,

1914 $31,133 33

Less pavments prior to Februarv

1, 1913 ....'. 22,427 25

432 00

$157 62

8,706 08

L Street Bridge.

General repairs $2,394 42

Amount paid W. H. Ellis under contract for
repairing and strengthening bridge :
Total expenditures from begin-
ning of work to Januarv 31,
1914 . . . . . . $51,625 58

Less pavments prior to February

1, 19i3 14,300 91

37,324 67

1,199 08

8,863 70

39,719 09

Carried forward $56,227 47

* Expended under direction of Boston and Cambridge Bridge Commission.

104 City Document No. 26.

Brought forward $56,227 47

Sprague Street Bridge.
Amount paid M. S. Kelleher under contract for
planking bridge :
Total expenditures from begin-
ning of work to January 31,

1914 $5,550 35

Less payments prior to February

1 1Q13 . . 2,463 73

l> iyid • • _J 3,086 62

Total $59'314 09

Total expended to January 31, 1914, $109,310.06.

Public Works Department.

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106 City Document No. 26.

Income.

The total amount received by the City Collector on
account of bridges was $13,885.88, and consisted of the
following items:

Amount received from the town of Milton for its
portion of salary of drawtender at Granite
Bridge . . $250 13

Amount received for damage to automobile . 39 50

Total credited to division maintenance

appropriation ... ... $289 63

Amount received from the Boston Elevated Rail-
way Company for expense of strengthening L
Street Bridge for street cars and credited to
appropriation for Bridge Repairs . . . 13,230 29
Amounts received and credited to general revenue :
From sale of horses .... $340 10

From sale of old material . . . 25 86

365 96

Total $13,885 88

Public Works Department. 107

BRIDGE SERVICE CONSTRUCTION WORK,
1913-1914.

Ashland Street Bridge (over Providence Division, New
York, New Haven & Hartford Railroad).

A new sidewalk has been built on the southerly side
of this bridge under a contract with the Boston Bridge
Works, Inc., dated December 10, 1912. A new steel
plate girder, 5 feet 4f inches deep and 79 feet long, was
erected on the southerly street line which supports one
end of the new floor beams, the other end resting on
the old outside girder. These beams are 9-inch steel
channels, spaced 12 feet on centers, and support the
3-inch by 12-inch yellow pine stringers. The planking
is 2-inch yellow pine.

The work was completed March 24, 1913, the contract
price being $1,427.

Broadway Bridge (over Fort Point Channel).

Plans and specifications were prepared for rebuilding
the draw span of this bridge and its operating machinery,
and a contract was made November 20, 1913, with the
Boston Bridge Works, Inc., the lowest bidder, for doing
the work on itemized prices. The field work will be
started early in the spring and the contract calls for the
completion of the work on July 15, 1914. Plans are
being made for a temporary bridge with a draw to
accommodate foot traffic while the bridge is closed to
travel, and the work will soon be advertised.

Chelsea Bridge South.

The draw of this bridge, which was built in 1877, has
been in such condition for a number of years that it
could be kept in service for the heavy traffic to which it
is now subjected only by restrictions as to traffic and
by constant repairing and strengthening in every way
that could be devised.

Early last year it was decided that it would not be
safe to keep the bridge longer in service, and plans were

108 City Document No. 26.

accordingly prepared and a contract made with Rendle
& Stoddard, under date of July 8, 1913, for building
a temporary bridge to accommodate traffic until a new
permanent bridge could be built. Arrangements were
made by which the temporary draw, which had been
used during the rebuilding of Chelsea Bridge North,
could be removed to this bridge and placed on new
foundations.

At the date of this report about 61 per cent of the
work under the Rendle & Stoddard contract has been
completed.

Chelsea Bridge North.

The work of rebuilding this bridge was done under
two main contracts, Contract No. 1 covering the con-
struction of a temporary bridge and draw span to
provide for travel during the construction of the perma-
nent bridge, building a new draw fender pier and
masonry foundations for new draw span, and raising the
approaches to the elevation of the new draw. Contract
No. 2 covered the building of a new steel draw with the
necessary mechanical and electrical equipment.

Contract No. 1. — This work was done under a contract
with George T. Rendle, dated February 28, 1912, and
was begun March 20, 1912. As stated in the last annual
report about 80 per cent of the work had been com-
pleted on February 1, 1913, and from that date the
work was continued until July 10, 1913, at which date,
owing to financial difficulties in which the contractor
became involved, the United States District Court
appointed William E. Litchfield as receiver, and under
his direction the work was continued until August 13,
1913, when, by order of the commissioner, all work was
discontinued under the original contract.

A new contract was made with William E. Litchfield,
dated August 15, 1913, for the completion of the work
at the unit prices of the original contract. At the date
of this report the work is practically completed, only
cleaning up and the removal of surplus lumber remain-
ing to be done.

The work of rebuilding replaces the single 60-foot
waterway with two waterways each 125 feet wide.
A new center draw fender pier, 70 feet wide and about
526^ feet long over all, was constructed and the old
fender pier on the northerly side of the old waterway

Public Works Department. 109

was widened about 15 feet for its entire length, the old
portion being practically rebuilt with the exception of
the piles.

The approaches to the new draw span were rebuilt
to meet the surface of the new draw, which was 10 feet
9 inches above the elevation of the old draw, the length
rebuilt on the Charlestown side being about 220 feet
and on the Chelsea side about 290 feet. The portions
rebuilt were of the same form of construction as the old
bridge with the exception of the stringers under the
tracks of the street railway company, where 15-inch
steel beams were used instead of yellow pine timber.

A masonry draw pier to support the new swing draw
span was built 51 feet in diameter at the top. Below
elevation 2, city base, the foundation of the pier was
60 feet in diameter, extending to bed rock, which was
approximately 33 feet below city base. The foundation
of the pier was built entirely of Portland cement con-
crete, held in place during construction by a curbing
of 3-inch yellow pine plank, while the upper portion
of the pier had a granite facing with Portland cement
concrete backing.

A temporary wooden pile bridge was built on the
down-stream side of the main bridge to provide for
travel during the construction of the new bridge.

The total amount paid to date, under the G. T.
Rendle contract and the W. E. Litchfield contract,
is $176,807.

Contract No. 2.— Bids were received June 8, 1912, for
building a new steel draw with electrical equipment,
and a contract was made with the Boston Bridge Works,
Inc., the lowest bidder, for doing the work, dated June
22, 1912.

The work of erection under this contract was started
on June 14, 1913, and the bridge opened to travel for
one street car track on May 28, 1913, and opened to
travel of all kinds on May 30, 1913. All work under
this contract was completed on July 8, 1913.

The draw is of the rim bearing swing type, 363 feet
long and 60 feet wide, center to center of railings, span-
ning two waterways each 125 feet wide. It has two
riveted steel trusses 44 feet on centers, with steel floor
beams and stringers providing a roadway 40 feet wide
between curbs and two overhanging sidewalks. The
width of the roadway is sufficient to take care of travel

110 City Document No. 26.

on two car tracks and also the travel of two lines of
teams simultaneously. A set of roadway gates operated
by hand is provided at each approach, to shut off road-
way travel when the draw is open.

The material of the draw is of steel throughout except
for the wooden flooring and a patent wooden pavement.
The wooden flooring is made up as follows: Eight-inch
by 8-inch yellow pine ties are laid transversely of the
bridge on the steel stringers, 4-inch yellow pine plank
is laid longitudinally on the bridge on these ties and on
the 4-inch plank is laid a wooden pavement. The
street car rails are on tie plates which rest directly on
the 8-inch by 8-inch ties. The pavement is of the
Shuman "W. & A." type, consisting of wooden slabs
about 6 feet long by 2 feet wide, made of hard maple
strips 1 inch thick by 3| inches wide, coated with
asphalt, laid on edge and tightly bolted together with
iron bolts. The slabs are fastened to the 4-inch wood
plank floor by toe-nailing. The sidewalks surface con-
sists of 2-inch yellow pine plank.

The draw weighing about 1,400 tons is carried on
64 steel wheels running between steel faced tracks.
Power for swinging is supplied by two 28 horse
power motors, one on either side, located on a floor
inside the cross girders on top of the drum. Each
motor is geared through a set of steel gears to a pinion
which engages a rack on the lower or fixed track. One
motor with one set of gearing will operate the draw in
case of temporary disablement of the other, or the draw
can be swung by man power in case of entire suspension
of electric current.

A centering device consisting of a bolt with a roll in the
outer end, actuated by an air cylinder, the roll engaging
a V-casting on the landing, is used for accurately cen-
tering the draw when it is stopped within ten or twelve
inches of the exact center. Air for the centering device
and air brakes is generated by a Westinghouse air brake
pump with necessary receivers, valves, etc., located
on the floor with the turning motors.

After swinging, the ends of the draw are lifted f of
an inch to 1 inch, this lift taking out part of the deflec-
tion and being found sufficient — the trusses being con-
tinous — to offer stability under all loadings; the load
lifted varying from 50 tons for minimum lift to 80 tons
for maximum lift per end. The device for lifting is new
and worthy of special mention. A double toggle joint,

Public Works Department. Ill,

in effect, lifts the load on a roll bearing on the landing
block, after which a flat block is inserted and the roll
partially withdrawn, thus transferring the load to the
flat block. These lifts are actuated through a shaft
and gearing by one 8 horse power motor at either end,
located on a platform under the deck of the bridge.
They are controlled by a mechanical automatic device
which is geared direct to the motor and limits the
amount of travel of the bearing block in either direction.

The operating room is in the tower some 34 feet
above the deck. In this room within easy reach of the
operator is the switch board on which is mounted the
necessary switches, fuses, circuit breakers, and meters
for all motors, lights and heating; also the operating
board to which is attached the controllers for the turning
and end lift motors and on which are mounted the
valves for operating the centering device, the air brake
valve, the electrical signals for showing the position of
the draw, and the liquid indicators for showing the
position of the end lifts and centering bolt, also an air
gauge, whistle valve, telephone, speaking tubes, etc.

The current used for all motors is 550 volt direct
current. Air pressure 100 pounds. Amount of current
for swinging 60 amperes at start to 40 amperes for a
period of not over 3 minutes per opening. Current for
end lift motors 12 amperes, for two periods of 15 seconds
per opening. The air compressor uses 6 amperes for
not over two minutes per opening. Time for complete
opening 4 to 5 minutes if not delayed by the shipping.

The total payments under Contract No. 2 amount to
$121,691.71.

It was necessary in conforming to the requirements
of the United States War Department to rebuild the
water pipe tunnel belonging to the Metropolitan Water
Works, which crosses the river parallel to the bridge.
This work was done under the direction of the Metro-
politan Water and Sewerage Board. The cost of this
work to January 1, 1914, was $51,244.15.

L Street Bridge.

As stated in the last annual report, a contract was
made with W. H. Ellis, dated October 11, 1912, for
repairing and strengthening the pile bridge. The
strengthening was done to allow the bridge to carry
42-ton street cars, and the cost of this part of the work,

112 City Document No. 26.

amounting to $13,230.29, was paid by the Boston
Elevated Railway Company. The roadway paving,
sidewalks, the entire roadway flooring, most of the
stringers and part of the sidewalk bulkhead and fences
were renewed; 168 oak piles were driven, some to carry
the street cars, others to replace those that had been
eaten by the limnoria; additional stringers were furnished
under the lines of car rails. The draw landing and some
of the supports for the draw were built of steel, the
tracks were repaired and the draw pit was replanked.
Asphalt sidewalks were also laid. The 6-inch roadway
flooring was mopped with asphalt and covered with four
thicknesses of roofing felt, each layer being mopped
with asphalt. Oak ties, embedded in concrete were laid
for supports for the street car rails, which were laid by
the Boston Elevated Railway Company. The rest of
the roadway flooring was covered with 1 inch of asphalt
mastic. The granite blocks removed from the old
bridge were relaid on a sand bed, the joints being filled
with pebbles and half made stuff.

The work was completed September 3, 1913, at a cost
to the city, for contract work, of $51,625.58.

Pleasant Street Bridge {over the Subway).

In connection with the widening of Pleasant Street
Bridge, it was necessary to entirely remove the surface
of the old bridge over the entrance to the subway at
this point, and build an addition on the northerly side
of the bridge about 25 feet in width. The construction
of the new portion is substantially the same as the old
portion, reinforced concrete being substituted for brick
arches between the steel beams. The roadway is paved
with wood blocks and the sidewalks are of granolithic.
The work, with the exception of the wood pavement,
was done under a contract with W. A. & H. A. Root,
Inc., dated June 21, 1913, and was completed November
19, 1913. The amount paid under the contract for the
bridge was $4,736.15.

The same contractor, at the time of building the
bridge, laid two lines of 20-inch cast-iron pipe for sewer
connection under the bridge at a cost of $934.06, exclu-
sive of the cost of the pipe.

Saratoga Street Bridge {over Boston, Revere Beach & Lynn
Railroad, East Boston).
This bridge was built by the railroad company under
a decree of the Superior Court abolishing the grade

Public Works Department. 113

crossing at this point, and was opened to travel Septem-
ber 18, 1913. The bridge consists of two pony trusses
of 88 feet span center to center of end bearings and 17
feet 6 inches deep center to center of chords. The
bridge is 50 feet wide between end railings, providing
a roadway 32 feet 6 inches wide in the clear and two
overhanging sidewalks each about 6 feet wide in the
clear. The floor beams are built steel beams about 2
feet 9 inches deep and support steel I-beam stringers.
All steel work below the surface of the street is encased
in concrete. The roadway pavement is of brick and
the sidewalks of granolithic.

Public Boat Landings.

Two public boat landings, one located at Summer
Street Bridge and one at Northern Avenue Bridge,
built under a contract with W. H. Ellis, dated October
28, 1912, were completed on Aprill 1, 1913. The total
amount paid for both landings under the contract was
$5,505.93.

Lawndale Terrace Subway.

The work on this subway, which was under contract
at the beginning of the fiscal year, was completed on
March 28, 1913. The total amount paid under the
contract was $6,921.

Miscellaneous Work.

The comprehensive survey of Mount Hope Cemetery
in progress at the beginning of the year, as mentioned
in last year's report, has been continued during the
present year, and a. set of sectional plans showing the
location of each individual lot, as well as paths and
drives, will be completed early in the coming year.

The work of rebuilding the power plant at Rainsford
Island, for the Children's Institutions Department, in
charge of this division, under contract with the Fitch-
burg Steam Engine Company, was completed on April
15, 1913, at a cost of $2,148. The boiler for this plant
was furnished by the Hodge Boiler Works under a con-
tract dated August 4, 1913. The work was completed
November 24, 1913. The total amount paid under the
contract was $1,792.82.

The bridge on Tremont street, over the Boston &
Albany Railroad, carrying the water pipes, was repaired
under a contract with the Boston Bridge Works, Inc.,

114 City Document No. 26.

dated July 8, 1913, new steel beam supports for the
pipes being furnished at a cost of $748. The bridge at
the same time was thoroughly cleaned by the sand
blast process and painted under a contract with the
W. L. Waples Company for $260, the city furnishing
the paint required.

LIST OF BOSTON BRIDGES.
I. — Bridges Wholly Maintained by Boston.

[In the list those marked with an asterisk (*) are over navigable waters, and are each
provided with a draw.]

In Charge of Bridge and Ferry Division.

Allston, over Boston & Albany Railroad at Cambridge street,
Brighton.

Ashland street, over New York, New Haven & Hartford Rail-
road, Providence Division, West Roxbury.

Athens street, over New York, New Haven & Hartford Rail-
road, Midland Division.

* Atlantic avenue, over Fort Point channel.

B street (footbridge), over Neponset river, Hyde Park.

Baker street, at Brook Farm, West Roxbury.

Beacon street, over outlet to Back Bay Fens.

Beacon street, over Boston & Albany Railroad.

Bennington street, over Boston, Revere Beach & Lynn Railroad.

Berkeley street, over Boston & Albany Railroad.

Berwick park (footbridge), over New York, New Haven &
Hartford Railroad, Providence Division.

Blakemore street, over New York, New Haven & Hartford
Railroad, Providence Division.

Bolton street, over New York, New Haven & Hartford Rail-
road, Midland Division.

Boylston street, over Boston & Albany Railroad.

Broadway, over Boston & Albany Railroad.

* Broadway, over Fort Point channel.

Brookline avenue, over Boston & Albany Railroad.
Brooks street, Brighton.

Byron street, over Boston, Revere Beach & Lynn Railroad.
Charlesgate, over Ipswich street.

* Charlestown, from Boston to Charlestown.

* Chelsea South, over south channel, Mystic river.

* Chelsea street, from East Boston to Chelsea.
Columbus avenue, over Boston & Albany Railroad.

* Commercial Point, or Tenean, Dorchester.

* Congress street, over Fort Point channel.

Cottage Farm, over Boston & Albany Railroad, at Common-
wealth avenue.

Public Works Department. 115

Dana avenue, over Neponset river, Hyde Park.
Dartmouth street, over Boston & Albany Railroad.

* Dorchester avenue (formerly Federal street), over Fort Point

channel.

* Dover street, over Fort Point channel.
Fairmount avenue, over Neponset river, Hyde Park.
Ferdinand street, over Boston & Albany Railroad.
Florence street, over Stony brook, West Roxbury.
Gainsborough street (footbridge), over New York, New Haven

& Hartford Railroad, Providence Division.
Glenwood Avenue East (footbridge), over Neponset river,

Hyde Park.
Glenwood Avenue West, over Mother brook, Hyde Park.
Gold street, over New York, New Haven & Hartford Railroad,

Midland Division.
Huntington avenue, over Boston & Albany Railroad.
Huntington avenue, over Stony brook, Hyde Park.
Hyde Park avenue, over Mother brook (at woolen mill), Hyde

Park.
Hyde Park avenue, over Stony brook, West Roxbury.
Hyde Park avenue, over Stony brook (near Clarendon Hills

Station), Hyde Park.
Ipswich street, over waterway.
Irvington street (footbridge), over New York, New Haven &

Hartford Railroad, Providence Division.

* L street, over Reserved channel, South Boston.

* Maiden, from Charlestown to Everett.
Massachusetts avenue, over Boston & Albany Railroad.
Massachusetts avenue, over New York, New Haven & Hart-
ford Railroad, Providence Division.

* Meridian street, from East Boston to Chelsea.
Metropolitan avenue (near Clarendon Hills Station), Hyde

Park.
Newburn street, over Stony brook, Hyde Park.

* Northern avenue, over Fort Point channel.

Shawmut avenue, over Boston & Albany Railroad and New
YorR, New Haven & Hartford Railroad, Providence Division.
Southampton street, over South Bay sluice.
Summer street, over A street.
Summer street, over B street.
Summer street, over C street.

* Summer street, over Fort Point channel.

Tollgate way (footbridge), over Providence Division, from
Washington street to Hyde Park avenue, Forest Hills.

* Warren, from Boston to Charlestown.

West Newton street, over New York, New Haven & Hartford

Railroad, Providence Division.
West River street, over Mother brook, Hyde Park.
West Rutland square (footbridge), over New York, New Haven

& Hartford Railroad, Providence Division.
Winthrop, from Breed's Island to Winthrop.

116 City Document No. 26.

In Charge of Bridge and Ferry Division and Park and
Recreation Department.

Columbia road, over New York, New Haven & Hartford Rail-
road, Old Colony Division.
Columbia road, over Shoreham street.

In Charge of Park and Recreation Department.

Agassiz road, in Fens.

Audubon road, in Riverway, over Boston & Albany Railroad.

Berners street (footbridge), over Bridle Path in Riverway.

Boylston street, in Fens, over waterway.

Bridle path, in Riverway, over Muddy river.

* Castle Island (footbridge), in Marine Park, South Boston, to

Castle Island.
Charlesgate, in Fens, over Boston & Albany Railroad.
Circuit drive, over Scarboro pond, in Franklin Park.
Commonwealth avenue, in Fens, over waterway.
Ellicott Arch, in Franklin Park.
Fens, in Fens.

Forest Hills entrance, in Franklin Park.
Leverett pond (footbridge), in Olmsted Park.
Neptune road, in Wood Island Park, over Boston, Revere

Beach & Lynn Railroad.
Public Garden (footbridge).
Scarboro pond (footbridge), in Franklin Park.
Wood Island (footbridge), in Wood Island Park.

II. — Bridges of which Boston Maintains the Part Within

its Limits.

In Charge of Bridge and Ferry Division.

Central avenue, from Dorchester to Milton.

* Chelsea North, from Charlestown to Chelsea.

* Granite, from Dorchester to Milton.
Milton, from Dorchester to Milton.

* Neponset, from Dorchester to Quincy.

* North Beacon street, from Brighton to Watertown.
Paul's Bridge over Neponset river, Hyde Park.
Spring street, from West Roxbury to Dedham.

* Western avenue, from Brighton to Watertown.

In Charge of Park and Recreation Department.
Belle vue street, in the Riverway, over Muddy river.
Berners street (footbridge), over Muddy river.
Brookline avenue, in the Riverway, over Muddy river.
Huntington avenue, in the Riverway, over Muddy river.
Longwood avenue, in the Riverway, over Muddy river.

Public Works Department. 117

III. — Bridges of which Boston Pays a Part of the Cost
of Maintenance.

In Charge of Bridge and Ferry Division.

Albany street, over Boston & Albany Railroad (over freight
tracks) .

Ashmont street and Dorchester avenue, over New York, New
Haven & Hartford Railroad, Old Colony Division.

Harvard street, over New York, New Haven & Hartford Rail-
road, Midland Division.

Norfolk street, over New York, New Haven & Hartford Rail-
road, Midland Division, near Dorchester station.

Pleasant street, over the subway.

In Charge of Commissioners for Boston and Cambridge Bridges.

Anderson Bridge, from Brighton to Cambridge.
Brookline street, from Brighton to Cambridge.
Cambridge, from Boston to Cambridge.

* Cambridge street, from Brighton to Cambridge.

* Harvard, from Boston to Cambridge.

* Prison Point, from Charlestown to Cambridge.

* Western avenue, from Brighton to Cambridge.

IV. — Bridges of which Boston Maintains the Whole or a
Part of the Wearing Surface.

In Charge of Bridge and Ferry Division.

Austin street, over Boston & Maine Railroad, Charlestown.

Bennington street, over Boston & Albany Railroad.

Blue Hill avenue, over New York, New Haven & Hartford
Railroad, Midland Division.

Boston street, over New York, New Haven & Hartford Rail-
road, Old Colony Division.

Brookline street, Brighton to Cambridge, portion over Boston
& Albany Railroad.

Cambridge street, Charlestown, over Boston & Maine Railroad.

Chelsea, over Boston & Maine Railroad.

Curtis street, East Boston, over Boston & Albany Railroad.

Dana avenue, over New York, New Haven & Hartford Rail-
road, Midland Division, Hyde Park.

Dorchester avenue, over New York, New Haven & Hartford
Railroad, Old Colony Division.

Everett street, over Boston & Albany Railroad, Brighton.

Fairmount avenue, over New York, New Haven & Hartford
Railroad, Midland Division, and Station street, Hyde Park.

Glenwood Avenue West, over passageway connecting land of
the New York, New Haven & Hartford Railroad, Hyde
Park.

118 City Document No. 26.

Hyde Park avenue, over proposed electric connection between
Midland and Providence Divisions, New York, New Haven
& Hartford Railroad, Hyde Park.

Maverick street, East Boston, over Boston & Albany Railroad.

Mystic avenue, over Boston & Maine and Boston & Albany
Railroads.

New Way at Neponset, over New York, New Haven & Hartford
Railroad, Old Colony Division.

Norfolk street, over New York, New Haven & Hartford Rail-
road, Midland Division, near Blue Hill avenue station.

Oakland street, over New York, New Haven & Hartford Rail-
road, Midland Division, Mattapan.

Porter street, over Boston & Albany Railroad.

Prescott street, over Boston & Albany Railroad.

Reservoir road, Brighton, over Boston & Albany Railroad,
Newton Branch.

Saratoga street, over Boston & Albany Railroad.

Saratoga street, over Boston, Revere Beach & Lynn Railroad,
East Boston.

Southampton street, over New York, New Haven & Hartford
Railroad, Old Colony Division.

Sprague street, over New York, New Haven & Hartford Rail-
road, Midland Division, and branch of Providence Division,
Hyde Park.

Summer street, over New York, New Haven & Hartford Rail-
road, Midland Division.

Sumner street, East Boston, over Boston & Albany Railroad.

West Fourth street, over New York, New Haven & Hartford
Railroad, Old Colony Division.

V. — Bridges Maintained by Metropolitan Park
Commission.
Charles River Dam.
Mattapan, over Neponset river.

VI. — Bridges Maintained by Railroad Corporations.

1st. — Boston & Albany Railroad.
Albany street (over passenger tracks).
Harrison avenue.
Market street, Brighton.
Tremont street.
Washington street.
Webster street (footbridge), East Boston.

2d. — Boston & Maine and Boston & Albany Railroads.
Main street.
Perkins street (footbridge);

Public Works Department. 119

3d. — Boston & Maine Railroad, Eastern Division.
Wauwatosa avenue, East Boston.

4-th.— Boston, Revere Beach & Lynn Railroad.
Everett street.

5th. — New York, New Haven & Hartford Railroad, Midland

Division.
Dorchester avenue.

East River street, at River Street Station, Hyde Park.
Morton street, Dorchester.
Silver street.

Washington street, Dorchester.
West Broadway.
West Fifth street.
West Fourth street.
West Second street.
West Sixth street.
West Third street.

6th. — New York, New Haven & Hartford Railroad, Old Colony

Division.
Adams street.
Cedar Grove Cemetery.
Med way street.
Savin Hill avenue.

7th. — New York, New Haven & Hartford Railroad, Providence

Division.
Albany street.

Baker street, West Roxbury.
Beech street, West Roxbury.
Bellevue street, West Roxbury.
Berkeley street.
Broadway.

Canterbury street, West Roxbury.
Castle square.

Centre and Mt. Vernon streets, West Roxbury.
Columbus avenue.
Dartmouth street.
Gardner street, West Roxbury.
Harrison avenue.
Milton street, Hyde Park.
New Allen street, Hyde Park.
Park street, West Roxbury.
Walworth street, West Roxbury.
Washington street.
West street, Hyde Park.
West River street, Hyde Park.

84

14

120 City Document No. 26.

Recapitulation of Bridges.

I. Number wholly maintained by Boston:

In charge of Bridge and Ferry Division . 65
In charge of Bridge and Ferry Division and

Park and Recreation Department . . 2
In charge of Park and Recreation Depart-
ment 17

II. Number of which Boston maintains the part
within its limits:
In charge of Bridge and Ferry Division . 9
In charge of Park and Recreation Depart-
ment 5

III. Number of which Boston pays a part of the

cost of maintenance:
In charge of Bridge and Ferry Division . 5
In charge of Commissioners for Boston and

Cambridge Bridges * 7

— 12

IV. Number of which Boston maintains the whole

or a part of the wearing surface . . 29

V. Number maintained by Metropolitan Park

Commission 2

VI. Number maintained by railroad corporations:

1. Boston & Albany Railroad ... 6

2. Boston & Maine and Boston & Albany

Railroads 2

3. Boston & Maine Railroad, Eastern

Division 1

4. Boston, Revere Beach & Lynn Railroad, 1

5. New York, New Haven & Hartford

Railroad, Midland Division . . 11

6. New York, New Haven & Hartford

Railroad, Old Colony Division . . 4

7. New York, New Haven & Hartford

Railroad, Providence Division . . 20

— 45

Total number _186

^Including Anderson Bridge at Soldiers Field, now under construction, which will be
maintained by the commissioners upon its completion.

Public Works Department.

121

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122

City Document No. 26.

Table Showing the Widths of Openings for Vessels in all Bridges
Provided with Draws in the City of Boston in January, 1914.

Name of Beidge.

Location.

Is

— ■-
So

Width.

Brighton to Cambridge

Over Fort Point channel

45 feet 0 i
42 " 6
45 " f>

u

Boston & Maine Railroad, Eastern
Division.

Boston to Charlestown

39

■ 8

■

35

" 0

X

Division.

Boston & Maine Railroad, Fitchburg
Division.

Boston to Charlestown

36

" 9

"

Boston & Maine Railroad, Fitchburg
Division (for teaming freight) .

" "

36

" 7

"

Bostpn & Maine Railroad (freight),
Southern Division.

Boston to East Cambridge. . . .

40

" 0

Boston & Maine Railroad (passenger) ,
Southern Division.

" " ....

39

" 8

"

Boston & Maine Railroad, Western
Division.

Boston to Charlestown

39

" 6

36

" 3

II

Division.

Over Fort Point channel

42
40

" 11

" 0

u

«

50

" 0

u

36

" 6

u

Charles River Dam (lock)

Boston to East Cambridge. . . .

45

" 0

a

Charlestown (main channel)

Boston to Charlestown

2

50

" 0

'

II

49

" 9

u

Charlestown to Chelsea

2

125
38

" 0
" 9

u

u

East Boston to Chelsea

Dorchester

60

24

" 0
" 0

a

Commercial Point (or Tenean)

-

Congress street

Over Fort Point channel

50

" 0

"

«

41
40

" 3
" 3

«

Dover street

«

Grand Junction Railroad

Brighton to Cambridge

39

" 3

«

East Boston to Chelsea

Dorchester to Milton

Boston to Cambridge

2

60
36
36

" 0
" 0
" 7

u

u

a

* Drawless opening; clear headroom of 12 feet above basin level (about elevation 8.1

f Drawless opening; clear headroom of 28 feet above basin level.

t Opening to be widened to 47 feet 6 inches upon completion of temporary bridge.

Public Works Department. 123

Table Showing Widths of Openings, etc. — Concluded.

Name of Bridge.

Location.

s °

d a

Width.

Harvard (Cambridge side)

Over Reserved channel, South
Boston.

East Boston to Chelsea

Dorchester to Quincy

Over Fort Point channel

Dorchester to Quincy

Brighton to Watertown

Over Fort Point channel

Charlestown to Cambridge. . . .

Over Fort Point channel

Boston to Charlestown

Brighton to Cambridge

Brighton to Watertown

39 " 3

Maiden

50 " 0
100 " 0

36 " 0

New York, New Haven & Hartford
Railroad.

New York, New Haven & Hartford
Railroad, Y-connection.

New York, New Haven & Hartford
Railroad, Plymouth Division.

42 " 0
42 " 0
51 " 0
30 « 0

75 " 3

37 " 5

50 " 0

36 " 0

36 " 3 "

36 " 0

124

City Document No. 26.

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Public Works Department. 125

ELEVATIONS AND DATUM PLANES REFERRED
TO BOSTON CITY BASE.

Feet.

* 0 . 00 Boston city base. This base is used by the
towns of Brookline and Watertown and the
cities of Chelsea, Everett, Maiden, Newton
and Waltham.
— 4 . 98 Cambridge city base.
+0.64 Somerville city base.

0.00 Metropolitan Park Commission base.
+0.60 Harbor and Land Commission and Directors
of the Port of Boston base.
0 . 00 Metropolitan Water Board base.
— 100.00 Metropolitan Sewerage Board base.
— 100 . 00 Boston Transit Commission base.
— 100.00 Charles River Commission base.

15.45 Old bench mark on coping of old dry dock at

Charlestown Navy Yard.
15. 11 New bench mark on coping of old dry dock at
Charlestown Navy Yard, northwest end
over crowfoot.
5 . 00 Piles to be cut off for buildings.
12.00 Minimum cellar bottom elevation when not

waterproofed.
9.82 South Boston base. Formerly in use, now

abandoned.
0.00 Mean low water about 1830. f
+0.34 Mean low water, 1867. t
+0.79 Mean low water, 1902. f
+0.58 Navy Yard base, 1902. f
10.63 Mean high water, 1902.f
5.71 Mean sea level, 1902. f
9 . 84 Mean rise and fall of tide, 1902.f

* Definition of Boston city base: "Boston city base is a datum plane 15 feet above
the average height of the sill of the Charlestown dry dock." (Page 552, report of Com-
mittee on Charles River Dam, 1903.)

t John R. Freeman, civil engineer, in report to Committee on Charles River Dam,
1903, pp. 562, 569, 570.

126

City Document No. 26.

Highest Recorded Tides.

Feet.

15.62 April 16, 1851, average of seven observations,
North Market street and vicinity, leveled on in
1854 by Charles Harris, Surveying Division
n. b. 22, p. 54 (15.10 above mean low water,
United States Coast Survey Chart of Boston
Harbor, 1857).

15.64 December 26, 1909, average of twenty-nine obser-
vations, on water front, Nut Island to Deer
Island, elevations determined in most cases by
John H. Edmonds, before January 1, 1910,
from points put in for that purpose, 1902
to 1905.

15.50 Actual elevation at North Ferry, Boston proper,
as observed on staff gauge, at high water.
From comparison of contemporary diary and
newspaper accounts the only tide of this class,
prior to 1851, found by John H. Edmonds,
was that of February 24, 1722-23, which was
in all probability about 16.00.

The following tidal records may be of interest :

High Tides.

[Plane of Reference, Boston City Base.

Feet.

Date.

Where Taken.

By Whom.

16.00
15.62
15.74
14.94
13.72
14.19
13.60
13.00
13.40
14.83
14.70
14.70
13.50
13.00

Feb. 24,
April 16,
April 16,
Nov. 27,
Nov. 8,
Nov. 25,
Dee. 14,
Feb. 17,
Jan. 14,
Jan. 25,
Jan. 25,
Jan. 25,
Nov. 15,
April 9,

1722-23

1851..

1851..

1898..

1900..

1901..

1902..

1903..

1904..

1905..

1905..

1905..

1906..

1907..

* By comparison

* Average of 7 observations. .

Navy Yard, staff gauge

Average of 15 observations.

Maiden Bridge

Average of 10 observations.
Average of 11 observations.
North Ferry, Boston proper. .
North Ferry, Boston proper. .
Average of 34 observations.
Inner harbor, 10 observations
North Ferry, Boston proper. .

Neponset Bridge

North Ferry, Boston proper. .

* See previous table.

J. H. Edmonds.
Charles Harris.
Isaac Williams.

F. P. Spalding.

J. H. Edmonds.
J. H. Edmonds.

J. H. Edmonds.
M. F. Toomey.
J. H. Edmonds.

Public Works Department.

127

High Tides. — Concluded.

FpET.

Date.

Where Taken.

By Whom.

13.10

Nov.

24,

1909...

North Ferry, Boston proper

J. H. Edmonds.

13.35

Nov

25,

1909...

North Ferry, Boston proper

J. H. Edmonds.

13 10

91,

1909.. .

13.00

Nov

28,

1909...

North Ferry, Boston proper

J. H. Edmonds.

15.64

Dec.

26,

1909...

* Average of 29 observations.

15.50

Dec.

26,

1909...

North Ferry, Boston proper (a. m.)

J. H. Edmonds.

11.90

Dec.

26,

1909...

J. H. Edmonds.

13 45

Feb.

1"

1910.. .

13.35

Oct.

21,

1910...

North Ferry, Boston proper

J. H. Edmonds.

13.50

Dec.

26,

1913...

North Ferry, Boston proper

F. P. Spalding.

* See previous table.

Low Tides.

5.60

Feb. 27, 1898....

Deer Island, metropolitan sewer station ....

Self-recording gauge.

—3.50

Feb. 1, 1900....

Deer Island, metropolitan sewer station ....

Self-recording gauge.

—2.94

Feb. 3,1900....

South Boston station, Edison Electric

D. A. Harrington.

—3.00

Feb. 4,1904....

Deer Island, metropolitan sewer station. . . .

Self-recording gauge.

—2.70

Mar. 23, 1905....

Deer Island, metropolitan sewer station. . . .

Self-recording gauge.

128 City Document No. 26.

FERRY SERVICE.

An improvement in the administration of the Ferry-
Service was made in November, 1913, when a new system
of checking the receipts from team traffic, collected by
the gatemen, was put into effect. Under this system
the gateman delivers to the driver of each vehicle a
check punched to indicate the amount of fare collected
and whether the fare was paid by ticket or in cash.
These checks are collected as the vehicles go aboard
the boat, examined to see that they are properly punched,
and deposited in a locked box which is collected daily
and taken to the main office of the Ferry Service. Each
day the checks are carefully sorted and counted in the
ferry office and compared with the gatemen' s returns
by ticket and by cash. The checks bear serial numbers
and every check must be accounted for. The results
by this system have proven satisfactory, but a consider-
able expense is involved in the matter of printing (about
1,200,000 checks being required annually), and in the
labor involved in sorting the checks and verifying the
returns in the ferry office. A second and less expensive
method of checking the gatemen's collections is to be
put into effect February 1, by which the captain or
quartermaster of each boat is to keep a record of each
class of vehicles as they come aboard the boat. If,
after a fair trial, it should be found that accurate results
can be had by this second method, it is probable that
for reasons of economy the abolition of the first system,
now in use, will be recommended.

At the beginning of the year the rebuilding of the
north pier of the South Ferry, Boston side, was in
progress under a contract with W. H. Ellis, the work
being paid for out of a special appropriation for ferry
landings repairs. This work was completed March 17,
1913, the amount paid under the contract being
$5,966.31.

From the regular maintenance appropriation, exten-
sive repairs were made on the north drop at the Boston
side and the south drop and landing at the East Boston
side of the North Ferry, and a hew type of paving,
affording an excellent foothold for horses, which had

Public Works Department. 129

been tried out on some of the drops the previous year,
was laid on two additional drops.

A large amount of repair work was done upon the
boats, all of which were hauled out for repairs and
inspection during the year, either upon the Atlantic
Works railway or in Simpson's dry dock and the boats
are now in much better condition than at the time of
the organization of the Public Works Department in
1911. With the exception of extensive repairs to the
"Hugh O'Brien," on which it will be necessary to relay
an entire new roadway deck and to make many other
repairs, it is probable that the cost of boat repairs in
1914 will not be large.

As mentioned in the Division Engineer's report, the
ferryboat "D. D. Kelly," which has been in service for
thirty-five years, has reached such a condition that at
any time it may be condemned for ferry use, and a
new boat is needed to replace the "D. D. Kelly."
Recommendations for the more important repairs needed
at the ferries are given in the report of the Division
Engineer.

The property of the Ferry Service is as follows:

South Ferry, East Boston side. — Located at the
termination of Lewis street and covers an area of 58,725
square feet of land and water. On these premises are
one head-house with canopies, one workshop, one
storehouse, one modern coal pocket, three piers which
form the two slips, two drops and tanks, one wharf and
dock where boats are laid while not in use or while
undergoing repairs.

South Ferry, Boston side. — Located at the termina-
tion of Eastern avenue and covers an area of 38,135
square feet of land and water, on which are one head-
house with canopies, one gate room, three piers which
form the two slips, and two drops and tanks.

North Ferry, Boston side. — Located at the termina-
tion of Battery street and covers an area of 45,000
square feet of land and water, on which are one head-
house with canopies, one gate room, three piers which
form the two slips, and two drops and tanks.

North Ferry, East Boston side. — Located at the termi-
nation of Border street and covers an area of 62,138
square feet of land and water, on which are one head-
house with canopies, one boiler and room, one coal
pocket, three piers which form the two slips, and two
drops and tanks.

Length.

160 ft.

3 in

175 "

6 "

160 "

3 "

164 "

3 "

164 "

3 "

164 "

3 "

172 "

3 "

130 City Document No. 26.

The following steam ferryboats are in commission :

Name. When Built. Kind.

D. D. Kelley 1879 Side wheel

Hugh O'Brien 1883

General Hancock 1887

Governor Russell 1898 Propeller

Noddle Island 1899

General Sumner 1900

John H. Sullivan 1912

Financial Statement for the Year Ending
January 31, 1914.

1. Receipts.

Total cash receipts during the year . . . $106,327 08
Cash in hands of tollmen at beginning of year . 200 00

$106,527 08

Cash paid over to City Collector . $105,937 02
Cash in hands of tollmen January

31, 1914 200 00

Cash in hands of cashier January 31,

1914 (balance) .... 390 06

$106,527 08

2. Appropriations and Expenditures.

Balance unexpended from previous years (special

appropriations) $8,048 11

Received from annual appropriation (part of ap-
propriation) for Bridge and Ferry Division . 277,727 39

Total appropriations $285,775 50

Total expenditures 285,259 90

Balance unexpended (special appropriations) . $515 60

3. Result of Operations for the Year.

Receipts for the year (net income) . . $106,327 08

Ordinary expenses

Interest on ferry debt

Cost of repairing ferry landings

Decrease in valuation of real estate

per assessors*
Depreciation of ferryboats
Depreciation of machinery and tools
Decrease in stock of fuel .
Decrease in stock of supplies .

Net outgo for the year . . 351,025 92

Net loss for the year $244,698 84

* This amount was erroneously included by the assessors in the valuation of 1912-13,
and is here deducted from the valuation of 1913-14 to rectify the same.

$277,727 39

16,155 00

7,532 51

31,600 00

16,061 15

s 337 86

1,530 99
81 02

Public Works Department.

131

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135

Comparative Balance Sheets at the Close of Each Year for Five Years.

January 31,
1910.

January 31,
1911.

January 31,
1912.

January 31,
1913.

January 31,
1914.

Assets.
Cash, balance on hand. . . .
Cash, tollmen's capital. . . .

Rents receivable

Fuel and supplies in stock.

$200 00

$200 00

City Treasurer (balance of appro-
priation)

Ferryboats (less depreciation)

Machinery and tools (less deprecia-
tion)

Real estate, land _ and buildings
(assessors' valuation)

4,730 56

40,015 60
173,880 05

4,634 50

606,400 00

10,830 80

124,975 60
163,987 25

4,171 05

616,400 00

Total tangible assets.

Cost of avenues, etc., East Boston
(previous to 1870) 1

Deficiency of assets (loss) .
Totals

$829,860 71

315,815 68
3,343,848 65

$920,564 70

315,815 68
3,525,261 72

$4,489,525 04

$4,761,642 10

Liabilities.

Capital invested by the City of
Boston to date

Appropriations account (credit
balance)

$4,449,509 44
40,015 60

,636,666 50
124,975 60

Total liabilities.

$4,489,525 04

$4,761,642 10

$200 00

8,440 00

110,498 24
216,769 72

3,753 95

641,800 00

$200 00

22 00

10,877 63

8,048 11
267,685 78

3,378 55

641,800 00

$390 06

200 00

22 00

9,265 62

515 60
251,624 63

3,040 69

610,200 00

$981,461 91

315,815 68
3,677,838 48

$932,012 07

315,815 68
3,905,960 81

$875,258 60

315,815 68
4,150,659 65

$4,975,116 07

$5,153,788 56

$4,864,617 S3
110,498 24

$4,975,116 07

$5,145,740 45
8,048 11

$5,341,733 93

$5,341,733 93
515 60

$5,153,788 56 $5,341,733 93

Details of Capital Invested by the City of Boston.

Total expenditures to date, per ferry

$10,659,427 16

17,935 00

279,148 85

$10,953,322 79

17,935 00

279,148 85

$11,285,363 22

17,935 00

279,148 85

$11,674,764 87

17,215 00

279,148 85

$11,977,239 77

Interest on debt for the year (per

16,155 00

Interest previous years, etc. (net
debits per auditor)

279,148 85

Deduct total receipts paid to col-

$10,956,511 01
6,507,001 57

$11,250,406 64
6,613,740 14

$11,582,447 07
6,717,829 24

$11,971,128 72
6,825,388 27

$12,272,543 62
6,931,325 29

Excess of expenditures, capital

$4,449,509 44

$4,636,666 50

$4,864,617 S3

$5,145,740 45

$5,341,218 33

1 See footnote 4 under Table 4.

2 Auditor's figures for total expenditures and receipts are $60,278.56 more than the above, the difference
(capital invested) being the same.

136 City Document No. 26.

Total Expenditures Upon Ferries Since 1858-59.

Expenditures for avenues, paving, interest, etc.,

previous to purchase of the ferries by the

city . $444,101 30

Purchase of ferries, April, 1870 . ." . 276,375 00

Expenditures for ferryboats since April, 1870 . 743,070 58

Expenditures for new buildings, piers, drops,

etc. 607,523 64

Expenditures for tools and fixtures . . . . 14,752 46

Expenditures for land from Lincoln's Wharf in

1887 5,562 52

Expenditures for land from Battery Wharf in

1893 10,000 00

Total expenditures on capital account . $2,101,385 50

Expenditures for repairs of all kinds . . . 1,076,078 49

Expenditures for fuel .'. 1,576,402 67

Expenditures for salaries and wages . . 5,733,881 82

Expenditures for all other purposes . . . 1,845,073 70

$12,332,822 18

Total Receipts From Ferries Since 1858-59.

Receipts from rents, etc., previous to purchase

of ferries $29,588 56

Receipts from ferry tolls since purchase of

ferries ......... 6,696,508 37

Receipts from rents since purchase of ferries . 64,670 79

Receipts from sales of ferryboats . . '." 149,067 44

Receipts from all other sources, per ferry books, 21,623 90
Receipts from all other sources, additional, per

auditor 30,734 85

Total receipts from all sources . . . $6,992,193 91
Less amount with tollmen as capital, $200 00
Less amount on hand with cashier at

close of the year . . . . 390 06

590 06

Total receipts per auditor's figures . . $6,991,603 85

Regular Annual (Ordinary) and Special Appro-
priations (Extraordinary) of the Ferry
Service for the Year Ending January 31, 1914.

Appropriations (regular) for the year ending

January 31, 1914 . * . . . $277,727 39

Amount of expenditures for the year . . $277,727 39

Public Works Department. 137

Special Appropriations.
Appropriation authorized and issued May 27,

1902, for ferry improvements .... $100,000 00
Amount expended from May 27, 1902, to

January 31, 1914 99,984 40

Unexpended balance of the appropriation Janu-
ary 31, 1914 $15 60

Appropriation authorized January 19, 1910, for

transfer from Lamp Division, for repairing

ferryboat "General Sumner " . . . $40,000 00

Amount expended from January 19, 1910, to

January 31, 1914 39,500 00

Unexpended balance of this appropriation

January 31, 1914 . . . . . . $500 00

Appropriation authorized and issued August

22, 1911, for ferry landings repairs . .. $52,000 00

Amount expended from August

22, 1911,. to January 31, 1912, $3,888 05
Amount expended from February

1, 1912, to January 31, 1913, 40,579 44
Amount expended from February

1, 1913, to January 31, 1914, 7,532 51

$52,000 00

Amounts Paid from Special Appropriation for Ferry
Landing Repairs.

Amount paid Samuel Cabot, Inc., fifty gallons "Conservo," $20 00

Amount paid W. H. Ellis, under contract rebuilding Boston

landing, South Ferry:

15 piles under 45 feet at $20.50 . . . $307 50

23 piles (45 feet to 50 feet) at $22 . . 506 00

22 piles (50 feet to 55 feet) at $23.50 . . 517 00

80 piles delivered at $16 1,280 00

700 feet yellow pine at $59 . . . • . 41 30

Drop foundations, 45 per cent done (bid

$1,000) 450 00

Miscellaneous, 60 per cent done ($575 bid), 345 00

$3,446 80
Less 15 per cent 517 02

Amount paid S. W. K. Brooks, rebuilding outer half of old
wharf at Boston landing, South Ferry:

Labor and material $187 47

37 men, shoving trusses at 50c. ... 18 50

182 men, moving ballast at 50c. . . . 91 00

2,929 78

Carried forward $296 97 $2,949 78

138

City Document No. 26.

Brought forward $296 97

150 men, examinations of tanks, from Jan-
uary 11, 1913, to March 1, 1913, at 50c. . 75 00

Amount paid S. W. K. Brooks under contract, building tanks,
Boston landing, South Ferry:

Tank for south drop, complete . . . $3,500 00

Tank for north drop, complete . . . 3,350 00

Less previous payments

56,850 00
5,680 12

Amount paid W. H. Ellis under contract,

rebuilding north pier, Boston landing, South Ferry :

15 piles under 45 feet at $20.50
39 piles (45 feet to 50 feet) at $22
66 piles (50 feet to 55 feet) at $23.50
32 piles (55 feet to 60 feet) at $25
12,000 feet B. M. yellow pine at $59

14 chocks at $1

Drop foundations, 90 per cent done (bid

$1,000)

Miscellaneous, 90 per cent done (bid $575),

Less 15 per cent

$307 50
858 00

1,551 00

800 00

708 00

14 00

900 00
517 50

$5,656 00
848 40

$4,807 60
2,929 78

Amount paid W. H. Ellis under contract, rebuilding north
pier, Boston landing, South Ferry :

15 piles under 45 feet at $20.50 . . . $307 50

39 piles (45 feet to 50 feet) at $22 . . . 858 00

66 piles (50 feet to 55 feet) at $23.50 . . 1,551 00

37 piles (55 feet to 60 feet) at $25 . . 925 00

12,090 feet B. M. yellow pine at $59 . . 713 31

14 chocks at $1 14 00

90 piles covered with canvas at 25c. . . 22 50

Drop foundations 1,000 00

Miscellaneous 575 00

Less previous payments

Less 5 per cent

Less previous payments

$5,966 31

298 32

$5,667 99

4,807 60

Amount paid W. H. Ellis under contract, rebuilding north

pier, Boston landing, South Ferry:
Amount of contract as per last estimate . . $5,966 31
Less previous payments 5,667 99

Amount paid General Waterproofing Company, covering
three pile tops, Boston landing, North Ferry, middle
pier

Amount paid prior to February 1, 1912 .

Amount paid from February 1, 1912, to February 1, 1913

Amount paid from February 1, 1913, to February 1, 1914

2,949 78
371 97

1,169 88

1,877 82

860 39

298 32

4 35

$7,532 51

$3,88S 05

40,579 44

7,532 51

$52,000 00

Public Works Department.

139

Statement Showing Receipts at Each Ferry.
North Ferry.

From Tollmen.

Foot

Passengers.

Team
Tickets.

Totals.

East Boston side

$16,214 90
17,115 17

$8,126 50

5,472 50

$24,341 40

Boston side

22,587 67

$33,330 07

$13,599 00

$46,929 07

From tollmen

From gatemen:

For 86,077 foot passengers at 1
cent

For cash fares for teams

77
9,187 29

Total at North Ferry

$46,929 07

10,048 06

,977 13

South Ferry.

From Tollmen.

Foot
Passengers .

Team
Tickets.

Totals.

East Boston side

$12,055 73
12,777 98

$3,959 50
6,008 50

$16,015 23

Boston side

18,786 48

$24,833 71

$9,968 00

$34,801 71

From tollmen

From gatemen:

For 75,970 foot passengers at 1
cent

For cash fares for teams

Total at South Ferry

$759 70
9,655 72

,801 71

10,415 42

,217 13

North and South Ferries as above .

Tickets paid for at ferry office

Received in lieu of free ferries, July 4, 1913

Rents for the year
Carried forward

$102,194 26

1,992 30

1 00

$104,187 56
514 00

$104,701 56

140 City Document No. 26.

Brought forward $104,701 56

Sale of old material . 74 00

Commissions on public telephone . . . . 51 52

Head-house privileges 600 00

Revenue applied to appropriation, damages

recovered 900 00

Total cash receipts for the year . . . $106,327 08

Statement of Travel on the Ferries from February
1, 1913, to January 31, 1914, Inclusive.

North Ferry. South Ferry.

Foot passengers at 1 cent each . 3,419,084 2,559,341
Foot passengers by ticket . . 39,250 26,832

Foot passengers free ... - 1,396 1,113'

Total foot . . . .

3,459,730

2,587,286

One-horse teams and pleasure car-

nages

350,218

301,483

Two-horse teams ....

128,232

110,889

Three-horse teams .

5,207

2,525

Four-horse teams ....

2,008

2,570

Two-horse pleasure carriages and

hacks . . .

36,763

27,097

Handcarts, etc

1,812

850

Dragwheels

1

—

Free teams . .

8,171
532,412

4,783

450,197

Total cash foot passengers

6,044,507

Total free foot passengers

2,509

Total foot passengers carried .

6,047,016

Total cash teams ....

969,655

Total free teams ....

12,954

Total teams carried .

982,609

Public Works Department.

141

Total Travel on Both Ferries from February 1,
1909, to January 31, 1914.

1909-10.

1910-11.

1911-12.

1912-13.

1913-14.

One-horse teams

625,723

245,131

11,929

9,257

30,667

5,934

12

625,081

241,896

11,040

9,498

40,703

6,068

5

635,792

236,600

10,357

7,218

51,637

4,329

11

658,255

249,052

9,697

5,838

67,094

5,519

6

651,701
239,121

7,732

4,578

Two-horse carriages and hacks

Two-cent tolls for handcarts, etc. . .

63,860

2,662

1

934,653
4,722

934,291
5,386

946,144
8,134

995,101
14,541

969,655

12,954

939,375

939,677

954,278

1,009,642

982,609

6,352,461
960

6,313,696
3,827

6,007,367
3,554

5,950,153
2,551

6,044,507

2,509

Total foot passengers

6,353,421

6,317,523

6,010,921

5,952,704

6,047,016

142 City Document No. 26.

APPENDIX C.

REPORT OF DIVISION ENGINEER OF THE
HIGHWAY DIVISION.

Boston, February 2, 1914.

Mr. L. K. Rourke,

Commissioner of PublicWorks:

Dear Sir,— I submit herewith a report of the income,
expenditures and operations of the Highway Division of
the Public Works Department for the year 1913.

The maintenance expenditures of the division for the
year, from February 1, 1913, to January 31, 1914, was
as follows:

Paving Service $1,392,468 22

Sanitary Service 925,318 56

Street Cleaning and Water Service . . . 753,457 39

Lighting Service 795,880 53

i,867,124 70

The permanent pavements laid during the year were
confined principally to wood blocks and bitulithic.
Warren avenue in the South End; Marvin, Ruggles and
Vernon streets in Roxbury, and the completion of the
contract in Washington street, Dorchester, comprise the
wood block areas. Bitulithic pavement was laid in
Washington street, Brighton, and Centre and South
streets, West Roxbury.

The use of bituminous binders in the maintenance of
the macadam streets by the division forces has been
continued, about all the streets resurfaced being treated
with tar or asphalt. The resurfacing operations of the
Paving Service used about 460,000 gallons of asphalt
and tar.

The activity in the construction of assessment streets
is shown by the awarding of 105 contracts during the
year. Of this number 80 were completed, together with

Public Works Department. 143

27 carried over from last year, making 107 contracts
completed in 1913, the balance, 25 contracts, carried
over to 1914 for completion.

The contract with the Boston Development and
Sanitary Company became operative in March, the
Sanitary Service delivering its collections of garbage,
ashes and refuse at the several water front stations and
Southampton street and Massachusetts avenue dumps.
The opening of these stations has eliminated the inland
dumps which means long hauls for the material collected
in the outskirts of the district and a consequent increase
in the cost of the Sanitary Service. To facilitate the
delivery of ashes, etc., to the stations two auto trucks
were purchased, the results thus far being very satis-
factory. New horse-drawn carts of special design have
been added to the rolling stock which can be used in
collecting either garbage or ashes.

The street cleaning rolling stock has been reinforced
by the addition of two new pressure flushers and a
number of new horses to replace some worn-out stock.
Experiments have been made in the line of dustless
sweeping by the use of calcium chloride and also spraying
the broom, the results obtained not being entirely
satisfactory. In the oiling of streets about 1,500,000
gallons of oil were used for dust suppression, covering an
area of about 7,000,000 square yards. Oils with asphaltic
base were principally used although a considerable area
was treated with light or non-asphaltic oils, the latter
being applied under pressure by the city gasolene auto-
mobile spraying machine, capacity of tank 1,000 gallons.

Street lamps of the various types have been installed
on the new streets constructed by the division; also on
private streets that have been opened and built upon.

The installation of arc and tungsten lamps in the city
proper in place of gas lamps has been completed. Mag-
netite arc lamps have been substituted for inclosed arc
lamps in the Charlestown district, giving that section
the same service as received in the other sections of the
city.

There is a growing demand for additional lighting on
some of the business streets and thoroughfares which
should be attended to when funds are available.

Respectfully,

James H. Sullivan,

Division Engineer.

144

City Document No. 26.

Financial Statement, Highway Division.

Receipts.

Appropriation $3,670,000 00

Transfer from Bridge and Ferry Division . . 30,000 00

Transfer from Printing Department . . . 25,000 00

Transfer from Reserve Fund .... 25,000 00

Transfer from City Debt Requirements, Interest, 20,000 00

Revenue 98,805 44

Paving Service

Inspectors' services .
Labor and materials

furnished
Materials sold .
Care and feed of

horses
Use of roller
Damage to automo

bile
Removing snow-
Gasolene furnished
Refund of overpay-
ment on crushed
stone

Sanitary Service

Sale of tickets for
removal of ashes,
garbage, etc.

Sale of towboat
"Cormorant"

Sale of old material .

Horse killed on ac-
count of glanders .

Refund on overpay-
ment on express
charge .

Work done and ma-
terials f u r n ished
other divisions and
departments .

Care and feed of
horses

Dumping boat serv-
ice .

Carried forward

$22,692 59

$5,071 50

10,397 97

1,490 19

4,083 64

7 00

500 00

500 00

25 67

616 62

,530 05

8,287 42
358 37

50 00

47

5,335 37

628 00

9 75

75,199 43

$3,868,805 44

Public Works Department. 145

Brought forward $3,868,805 44

Street Cleaning and Oiling

Service $913 42

Removing street dirt, $833 00

Horse killed on ac-
count of glanders, 50 00

Labor and materials

furnished . 30 42

$3,868,805 44
Transferred to Central Office appropriation . 159 50

$3,868,645 94
Expenditures.
Lighting Service .... $795,880 53
Paving Service .... 1,392,468 22

Sanitary Service .... 925,318 56
Street Cleaning and Oiling Service, 753,457 39

3,867,124 70

Balance January 31, 1914 $1,521 24

Special Appropriations.

Street Lighting Equipment.

Balance February 1, 1913 $296,411 48

Expenditures from February 1, 1913, to January
31, 1914 000,000 00

,411 48

Highways, Making of.
Expenditures from February 1, 1913, to January
31, 1914 $265,583 18

Old Colony Avenue, Construction of.

Balance February 1, 1913 $16,053 51

Expenditures from February 1, 1913, to January
31, 1914 1,485 65

Balance January 31, 1914 $14,567 86

Tunnel Under Railroad Tracks Between Boylston and Green

Streets, Jamaica Plain*
Balance February 1, 1913 .... $18,687 18

Amount paid by New York, New Haven &

Hartford Railroad 528 55

1,215 73

Carried forward $19,215 73

* Lawndale terrace laid out under chapter 393 of the Acts of 1906.

146

City Document No. 26.

Brought forward

Expenditures from February 1, 1913, to January
31, 1914

Balance January 31, 1914

Arlington Street Extension*
Expenditures from February 1, 1913, to January
31, 1914

Harvard Avenue, Brighton*
Expenditures from February 1, 1913, to January
31, 1914

Norfolk Street Widening *
Expenditures from February 1, 1913, to January
31, 1914

Pleasant Street Widening *
Expenditures from February 1, 1913, to January
31, 1914

Thacher Street Extension.

Expenditures from February 1, 1913, to January
31, 1914

Union Park Street*
Expenditures from February 1, 1913, to January
31, 1914

Everett Street, Brighton, Property
Balance February 1, 1913

Expenditures from February 1, 1913, to January
31, 1914

Balance February 1, 1914

Land and Buildings, Refuse Station.

Balance February 1, 1913

Expenditures from February 1, 1913, to January
31, 1914

Balance February 1, 1914

Refuse Destructor Site, Spectacle Island.

Balance February 1, 1913

Expenditures from February 1, 1913, to January
31, 1914

Balance February 1, 1914

,215 73
12,227 55

$6,988 18

$318 33

$645 68

$4,946 60

$26,415 58

$180 67

$8,852 47

$23,000 00

00,000 00
$23,000 00

$61,110 85

45,527 53
$15,583 32

$15,000 00

00,000 00
$15,000 00

* Laid out under chapter 393 of the Acts of 1906.

Public Works Department. 147

HIGHWAY DIVISION — LIGHTING SERVICE.

Financial Statement.
Expenditures, February 1, 1913, to January 31, 1914-
Electric Lighting:

Arc.
Edison Electric Illuminating

Company $432,163 09

Charlestown Gas and Electric

Company 27,131 68

$459,294 77

Incandescent.
Edison Electric Illuminating

Company .... $53,847 87

Charlestown Gas and Electric

Company 22 25

Gas Lighting:
Boston Consolidated Gas Com-
pany . .... $4,391 54
Charlestown Gas and Electric

53,870 12

Company

133 93

East Boston Gas Company

171 79

Rising Sun Street Lighting Com-

pany

258,188 84

City lighting and care .

1,943 06

264,829 16

Salaries and Wages:

Division Engineer (part of)

$1,250 00

Supervisor

2,044 45

Inspectors

4,275 75

Messengers and watchmen .

3,073 77

10,643 97

Auto Expenses:

Gasolene, oil, etc

$150 79

Storage

155 33

Tubes and shoes, new and repairs,

192 61

Supplies

170 85

Registration

10 00

Repairs (old car) ....

497 12

Buick car (new) ....

648 00

$1,824 70

Wages of chauffeur

1,113 00

2,937 70

Carried forward ....

$791,575 75

148 City Document No. 26.

Brought forward ....

Construction:

Underground work
Wrought-iron work
Electric changes ....
Lamp-posts

$2,650 11

122 50

85 58

3 70

$791,575 72

2,861 89
920 86

201 83
320 23

Horsekeeping :

Horsekeeping, shoeing, repairs, etc. .

Printing, etc.:

Printing $99 28

Postage 40 00

Stationery and periodicals . . 62 55

Miscellaneous:

Traveling expenses
Telephone rentals, etc.

Atlas

Signs and numbers

Tools, etc

Testing lamps . .
Building repairs

$237 45

40 53

31 50

2 00

5 05

90

2 80

Total

$795,880 53

The following is a statement of the work done during
the year under the supervision of the Supervisor of
Street Lighting.

The numerous petitions and applications for new
lamps received from citizens and from officials, also
complaints in relation to this service, have been investi-
gated. All streets in the underground district prescribed
for the calendar year 1913 have been inspected and the
necessary changes and additions made.

Magnetite arc lamps have been substituted for the
inclosed arc lamps in the Charlestown district, and all
of the city proper district is now lighted electrically.

Arc lamps were provided for skating during the season
at Franklin Field, Wood Island, Jamaica Pond, North
Brighton, Savin Hill and Alford Street Playgrounds.

The number of miles of streets and ways lighted by
this service is as follows:

Public Works Department.

Public streets and alleys

Public footways

Park roads, footways and private streets and alleys
approximately

149

Miles.

572.85
1.04

300.00

873.89

During the year 15,237 defects in the gas lamps were
reported by the inspectors, and the following defects
were reported by the police: Arc lamps, 9,429; incan-
descent lamps, 1,144, and gas lamps, 766.

Lamps Installed.

Magnetite arc lamps

709

Gilbert arc lamps

2

Tungsten lamps

1,362

Single mantle gas lamps .

116

Inverted mantle gas lamps

2

Single mantle gas lamps relighted

39

Fire alarm gas lamps

1

2,231

Lamps Discontinued.

Gilbert arc lamps ....

282

Magnetite arc lamps

36

Flame arc lamps

1

Tungsten lamps

18

Single mantle gas lamps .

1,475

Inverted mantle gas lamps

56

Triple mantle gas lamps .

1

Fire alarm gas lamps

125

1,994

Net increase

237

150

City Document No. 26.

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151

The following table shows the number of lamps of the
various types in use on January 1, 1914, as compared
with the number in use January 1, 1913:

January,
1914.

January,
1913.

Increase or
Decrease.

Single mantle gas

9,844

95

17

158

157

4,698

5

30

3,477

15

11,202

95

18

212

243

4,025

285

31

2,118

15

—1,358

Double mantle gas

Triple mantle gas

—1

Inverted mantle gas

—54

Fire alarm gas

Magnetite arc

—86
+673

Gilbert arc

—280

Flame arc

—1

Tungsten incandescent

+ 1,359

Carbon incandescent

Totals

18,496

18,259

+237

Street Lamp Outage.

Rebates for lamps not lighted on schedule time or
out before the proper time have been received on the
various monthly bills, as follows:

Date.

Incandescent.

Gas.

Arc.

February, 1913

March (

April 5

May

June

July

August

September

October

November

December

January, 1914

Totals

$6 92
6 44

30
36
12
19

67
84

10 23
9 23

7 26

$5 53
16 40

59
91

91
51

01
55

21
11

8 OS

19

388 35

130 06
124 48
110 22
60 39
115 33
204 55
271 18
351 34
337 61

$62 56

$57 81

2,464 70

Gas Lighting.

There are in use 9,844 single mantle gas lamps, 95
double mantle lamps, 17 triple mantle lamps, 158
inverted mantle lamps and 157 open flame fire alarm
signal lamps.

The city furnishes and provides for the setting of the
lamp-posts, has service pipes laid from the gas mains

152 City Document No. 26.

to the top of the posts, maintains all such pipes and posts
in good condition and repair, contracts for gas, lanterns,
burners, other necessary equipment and labor for light-
ing and care, except for the inverted lamps, in which
case the city furnishes the labor and equipment.

The Lighting Service provides for the gas, lighting
and care of the fire alarm signal lamps, and the Fire
Department that of repairs, setting of posts and lanterns.

Public Woeks Department.

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City Document No. 26.

Electric Lighting.

There are in use 4,698 magnetite arc lamps, 30 flame
arc lamps, 5 Gilbert arc lamps, 2,379 50-watt, 1,086
75-watt, 10 100-watt and 2 125-watt tungsten lamps
and 15 carbon incandescent lamps.

The electric companies provide and set the lamp-posts,
furnish lamps, overhead wires, underground cables and
connections and all other necessary equipment and
maintain them in good condition and repair.

The lighting rates for the electric lamps are in accord-
ance with the following table:

Lamp.

Fixed Cost
per Lamp
Year.

Running Costs

per Lamp

Hour.

$10 80

$0 0025

12 00

0030

14 00

0040

18 00

0050

36 00

0160

42 00

0175

42 00

0320

50-watt tungsten lamp

75-watt tungsten lamp

100-watt tungsten lamp

125-watt tungsten lamp

500-watt Gilbert arc lamp. . .
500-watt magnetite arc lamp
500-watt flame arc lamp

A discount of 5 per cent is made on the above rates
for lamps in all sections of the city excepting the Hyde
Park district, where the discount is 10 per cent.

A deduction at the rate of 1 cent per hour per tungsten
lamp and 5 cents per hour per arc lamp is made for all
outages.

Public Works Department.

155

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City Document No. 26.

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Public Works Department. 157

HIGHWAY DIVISION (Paving Service).

The following is a description of the most important
work done during the year under the supervision of the
Chief Engineer.

Granite Block Paving.

Fulton street, from Richmond street to Lewis street, is about
525 feet in length. The contract for repaying this street on a
new Portland cement concrete base with pitch joints was
awarded to the Boston Paving Company, September 30, 1913.
The contractor also reset the edgestone and relaid the brick
sidewalks. The city furnished the new straight edgestone,
corners and flagging at the South End Paving Yard and some
second-hand flagging was hauled from Warren avenue. The
city furnished the circular edgestone, sidewalk brick and second-
hand granite paving blocks on the line of the work. The con-
tractor removed the old paving blocks, did the excavating and
furnished all other materials necessary to do the work.

Providence street, from 70 feet east of Church street to Berkeley
street. (See "Assessment Streets.")

Sleeper street, from Congress street about 650 feet northerly.
The contract for furnishing and laying a special cut granite
block pavement on a Portland cement concrete base with pitch
joints was awarded to John E. Quinn June 3, 1913. It is a
40-foot street with a 5-foot sidewalk on the easterly side and a
3-foot sidewalk on the westerly side. The contractor reset the
edgestone and relaid the brick sidewalks. The city furnished
the straight edgestone at the South End Paving Yard and the
sidewalk brick on the line of the work. The contractor did the
excavating and hauled the old paving blocks to the Massachu-
setts avenue lot. The special cut granite blocks and all other
materials necessary to do the work was furnished by the
contractor.

Washington street (West Roxbury), at and near Hyde Park
avenue and Tower street, about 120 feet in length, was paved
with special granite blocks, 5 inches in depth, on a 6-inch Port-
land cement concrete base, with pitch and pebble joints. This
work was done under contract by James Doherty who also did
the excavating and regulating. The circular edgestone was
furnished by the city on the line of the work. The contractor
furnished all the other materials. The old gutter blocks were
hauled to the Child Street Paving Yard by the contractor.
The track area was paved by the Boston Elevated Railway
Company with second-hand blocks on a gravel bed, with cement
grout joints. The former surface was macadam.

158 City Document No. 26.

West First street, from A street to the New England Railroad
crossing, about 420 feet in length, was repaved with special cut
granite blocks, on a 6-inch Portland cement concrete base and
sand bed, by John E. Quinn, under his contract dated May 7,
1913. The contractor reset the edgestone, laid the crosswalks
and relaid the brick sidewalks. The city furnished the straight
edgestone at the South End Paving Yard and the circular edge-
stone and sidewalk brick on the line of the work. The con-
tractor did the excavating and furnished the special blocks and
flagging and all other materials required to do the work.

Asphalt Paving.

Hay ward place, from Washington street to Harrison avenue,
about 268 feet in length, was resurfaced by the Boston Paving
Company under a five (5) year maintenance guaranty, with
1^ inches of Acme asphalt wearing surface and 1| inches bitumi-
nous concrete binder; 392 square yards of the old concrete base
next to Harrison avenue was removed on account of settlement
and replaced by new Portland cement concrete 6 inches in
depth. The remainder of the concrete base was found in good
condition and was allowed to remain. The contractor furnished
the necessary materials and labor.

hovering place, from Washington street to Harrison avenue.
(See "Assessment Streets.")

Union Park street, from Washington street to Harrison avenue.
(See "Assessment Streets.")

Wood Block Paving.

Beacon street, from Massachusetts avenue to Raleigh street,
about 1,527 feet in length, was patched with new wood block
under a one (1) year maintenance guaranty, on the existing
concrete base, with gravel bed and joints, by the Central Con-
struction Company, who also did a small amount of regulating.
All materials were furnished by the contractor.

Church street, from Providence street to Boylston street.
(See "Assessment Streets.")

Dorchester avenue, from Ralston street to 140 feet southerly,
was paved with wood blocks on a Portland cement concrete
base, with sand bed and sand joints, under a five (5) year main-
tenance guaranty, by Coleman Brothers, under their contract
dated August 9, 1913. The edgestone was reset, crosswalk
laid and brick sidewalks relaid. The existing paving in and
between the car tracks was not disturbed. The city furnished
the flagging at the South Boston Paving Yard and the sidewalk
brick on the line of the work. The contractor did the excavating
and furnished all other materials required to do the work. The
former surface of the street was granite block on a gravel base.

Exchange street, from State street to Dock square, 337 feet in
length, was paved in part with wood blocks on a Portland

Public Works Department. 159

cement concrete base, sand bed, expansion and sand joints,
under a five (5) year guaranty, by the Central Construction
Company, under its contract dated November 10, 1913, and
in part with granite blocks on a concrete base, pitch and pebble
joints. Under an order for extra work the original contract
was extended from 174 feet north of State street to Dock square,
about 163 feet in length. On the extended work wood blocks
were laid with lath joints to within 25 feet of Dock square, which
was repaved with the old granite blocks with pitch joints on a
concrete base. On account of an existing injunction of the
court, the contractor was ordered to remove the wood blocks
for a distance of 160 feet from State street and to replace them
with granite block and flagging with pitch and pebble joints.
The city furnished the straight edgestone and flagging at the
South End Paving Yard and the paving blocks and sidewalk
brick on the line of the work. The contractor regulated the
edgestone, did the excavating and furnished all other materials
to do the work. The former surface of the street was granite
block.

Marvin street, from Washington street to Shawmut avenue,
about 264 feet in length; Vernon street, from Washington street
to Shawmut avenue, about 295 feet in length, and Ruggles
street, from Washington street to Shawmut avenue, about 459
feet in length, were paved with wooden blocks on a 6-inch Port-
land cement concrete base, sand bed and joints, under a five (5)
year maintenance guaranty, by the Boston Paving Company,
under their contract dated July 1, 1913. The contractors reset
the edgestone and furnished and laid the artificial stone side-
walks, under a five (5) year maintenance guaranty. In con-
nection with this work there was considerable edgestone reset,
brick sidewalks relaid and block paving, gravel joints, repaved
on Shawmut avenue at the approaches to the above streets.
The city furnished the straight edgestone at the South End
Paving Yard and circular edgestone on the line of the work.
All other materials necessary to do the work were furnished by
the contractor, who also did the excavating and hauled the old
paving blocks, flagging, edgestone and sidewalk brick to the
Dimock street lot. The former surfaces were macadam.

Pleasant street, from Eliot street to Washington street. (See
"Assessment Streets.")

Warren avenue, from Berkeley street to Columbus square,
about 2,044 feet in length, was paved with wood blocks on a
6-inch Portland cement concrete base, sand bed, expansion
and sand joints, under a five (5) year maintenance guaranty,
by the Boston Paving Company, under its contract dated July
1, 1913. The contractors reset the edgestone, laid the cross-
walks and relaid most of the brick sidewalks. The city fur-
nished the circular edgestone and sidewalk brick on the line of
the work and the flagging at the South End Paving Yard. The
contractors did the excavating and hauled the surplus old paving

160 City Document No. 26.

blocks and flagging to the Massachusetts avenue lot, and fur-
nished all other materials required in doing the work. The
former surface of the street was macadam.

Washington street (Dorchester), from Blue Hill avenue to
Talbot avenue and the extension across Codman square is about
7,645 feet in length. The roadway was paved during the
summer of 1912 from Blue Hill avenue across Bowdoin street.
Work was resumed in the spring of 1913 by the contractor,
William J. Barry, and finished before the close of the season.
The roadway is paved with wood blocks on a 6-inch concrete
base and the sidewalks with artificial stone, both under a
five (5) year maintenance guaranty. The contractor did the
excavating and regulating and hauled the surplus excavated
material to Morton street, between Harvard street and Canter-
bury street, where it was spread for filling. Old gutter blocks
were hauled by the contractor to the Massachusetts avenue lot
and were also used for gutter paving on various streets under
construction. The former surface of this street was macadam.

Bitulithic Paving.

Centre and South streets, from Green street to Keyes street,
about 2,742 feet in length, were paved on each side of and
between street car tracks with 2 inches of bitulithic pavement
on a 6-inch Portland cement concrete base, under a five (5)
year maintenance guaranty, by the Warren Brothers Company.
Wood block brows, 6 inches in width, were laid on a 6-inch
Portland cement concrete base on each side of the car tracks.
The crosswalk at side streets are the existing flagging laid on a
6-inch Portland cement concrete base with pitch joints;
artificial stone sidewalks were laid and the space between the
rails was paved with second-hand granite blocks on a gravel
bed with cement grout joints, by the Boston Elevated Railway
Company. The contractor did the excavating and regulating.
The city furnished the necessary new straight edgestone at the
South End Paving Yard and the new blocks and flagging,
except what were delivered to various contractors for use on
other streets, were hauled by the contractor to the Carolina
street playground. All other material was furnished by the
contractor. The former surface was macadam.

Norfolk street, from Washington street to the New York,
New Haven & Hartford Railroad bridge. (See "Assessment
Streets. ")

Spring street, from Allen street to Poplar street, about 203
feet in length, was paved with a bitulithic pavement on a
Portland cement concrete base by Warren Brothers Company,
under a five (5) year maintenance guaranty. The contractor
also reset the edgestone and relaid the brick sidewalks. The
city furnished the straight edgestone at the South End Paving
Yard and the circular edgestone and sidewalk brick on the
line of the work. The contractor furnished all other materials

Public Works Department. 161

necessary to do the work, and also did the excavating and hauled
the old paving blocks, etc., to the Massachusetts avenue lot.
The former surface of the street was granite blocks on a gravel
base.

Washington street (Brighton), from Cambridge street across
Market street, about 1,146 feet in length, was paved with
2 inches of bitulithic pavement on a 6-inch Portland cement
concrete base, under a five (5) year maintenance guaranty, by
the Warren Brothers Company, under its contract dated May
26, 1913. The contractors reset the edgestone, laid the cross-
walks, furnished and laid the wooden block brows along the car
tracks and furnished and laid the artificial stone sidewalk under
a five (5) year maintenance guaranty. The city furnished the
straight edgestone and flagging at the South End Paving Yard
and the circular edgestone on the line of the work. The con-
tractors furnished the other materials necessary to do the work
and hauled the old materials to the Brighton Paving Yard.
The former surface of the street was macadam.

Brick Block Paving.

Hancock and Bowdoin streets, from Winter street to Hancock
street. (See "Assessment Streets.")

Assessment Streets.

The following streets have been constructed or are in the
process of construction under the provisions of chapter 393 of
the Acts of 1906, and the acts in amendment or in addition
thereto :

Appian way, from Franklin street to Raymond street, is
about 426 feet in length. The contract for constructing the
surface of this street was awarded to John J. Lane September 9,
1913. Work was begun September 12, 1913, and completed
November 15, 1913. It is a 25-foot street with a 6-inch tar
macadam roadway, edgestones were set, 2|-foot block gutters,
and flagging crosswalks were laid. The sidewalks, 4| feet wide,
were laid with artificial stone, under a five (5) year maintenance
guaranty. The straight edgestone and flagging were furnished
by the city at the South End Paving Yard, the granite blocks
at the Brighton Yard and the circular edgestone on the line of
the work. The contractor did the excavating and furnished all
other materials required in doing the work.

Armington street, from Webster street to Islington street, is
about 570 feet in length, and Islington street, from Armington
street to Brighton avenue, is about 263 feet in length. The
contract for constructing the surfaces of these streets was
awarded to A. J. & G. H. McMurtry October 24, 1913. Work
was begun October 31, 1913, and suspended December 2, 1913.
These streets, as constructed, are 29.75 feet in width, with a
6-inch tar macadam roadway, granite edgestone and flagging

162 City Document No. 26.

crosswalks. The sidewalks are 5 feet wide, laid with artificial
stone under a five (5) year maintenance guaranty. The
straight edgestone and flagging was furnished by the city at the
South End Paving Yard, Albany street, the granite paving
blocks at the Massachusetts avenue lot, and the circular edge-
stone on the line of the work. The contractor did the excava-
ting and furnished all other materials required in doing the work.
These streets are completed with the exception of the sidewalks.
The usual granite block gutters were omitted and tar macadam
was substituted. Work will be resumed early in the spring.

Audubon road, from Ivy street to Mountfort street, is about
346 feet in length. The contract for constructing the surface
of this street was awarded to the Boston Paving Company
October 29, 1913. Work was begun November 19, 1913, and
completed December 20, 1913. It is a 50-foot street with a
6-inch asphalt macadam roadway. Edgestone was set on the
westerly side of the street and 3-foot granite block gutters were
laid. An artificial stone sidewalk, 8 feet wide, was laid on the
westerly side of street, under a five (5) year maintenance
guaranty. The easterly sidewalk, which had been built pre-
vious to the present construction, was not disturbed. The
straight edgestone, corners and flagging were furnished by the
city at the South End Paving Yard, Albany street, the granite
paving blocks at the Massachusetts avenue lot and the circular
edgestone on the line of the work. The contractor did the
excavating and furnished all other materials required in doing
the work. Flagging crosswalks were also laid.

Barrymore street, from Blue Hill .avenue to Harvard street, is
about 271 feet in length. The contract for constructing the
surface of this street was awarded to the Fred S. & A. D. Gore
Corporation October 2, 1912. Work was begun March 17,
1913, and completed July 15, 1913. It is a 40-foot street with a
6-inch macadam roadway, 3-foot granite block gutters, flagging
crosswalks, granite edgestone and 7-foot artificial stone side-
walks. The straight edgestone and paving blocks were fur-
nished by the city and hauled by the contractor. The circular
edgestone and flagging was furnished by the city on the line of
the work. All other materials were furnished by the contractor.
The sidewalks were laid under a five (5) year maintenance
guaranty. The surplus excavation was hauled to Morton street.

Bentham road, from Draper street to Robinson avenue, is
about 270 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty December
5, 1912. Work was begun May 3, 1913, and completed June 4,
1913. It is a 40-foot street with a 6-inch tar macadam road-
way, 3-foot granite block gutters, flagging crosswalks, granite
edgestone and artificial stone sidewalks with loam space.
The sidewalk on the east side is 7 feet in width, with an artificial
stone walk 4 feet in width on both sides and a loam space.
The* straight edgestone, flagging and paving blocks were fur-

Public Works Department. 163

nished by the city and hauled by the contractor; the circular
edgestone was furnished by the city on the line of the work.
All other materials were furnished by the contractor. The
new artificial stone sidewalks were laid under a five (5) year
maintenance guaranty.

Brainerd road, from Harvard avenue to Warren street, is
about 1,816 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty November
25, 1912. Work was begun March 15, 1913, and completed
June 21, 1913. The street varies in width from 45 to 50 feet,
with a 6-inch tar macadam roadway. Edgestone was set,
3-foot granite block gutters laid- and flagging crosswalks laid.
The sidewalk, 8 foot in width, was laid with artificial stone,
under a five (5) year maintenance guaranty. The flagging
and part of the straight edgestone was furnished by the city
at the South End Paving Yard, Albany street, the remainder of
the straight edgestone and the circular edgestone were delivered
on the line of the work by the city and the granite paving blocks
at the Brighton Paving Yard. The contractor did the excava-
ting and furnished all other materials required in doing the work.
Brookview street, from Blue Hill avenue to Harvard street, is
about 533 feet in length. The contract for constructing the
surface of the street was awarded to James Doherty November
25, 1912. Work was begun May 19, 1913, and completed July
17, 1913. It is a 50-foot street, with a 6-inch tar macadam
roadway, 3-foot granite block gutters, flagging crosswalks,
granite edgestone and 8-foot sidewalks, consisting of a 5-foot
artificial stone sidewalk and a loam space. The straight edge-
stone, flagging and paving blocks were furnished by the city
and hauled by the contractor. The circular edgestone was
furnished by the city on the line of the work. All other mate-
rials were furnished by the contractor. The sidewalks were
laid under a five (5) year maintenance guaranty. The surplus
material was hauled to Morton street and to Dumas street.

Bynner street, from South Huntington avenue to Day street,
is about 716 feet in length. The contract for constructing the
surface of this street was awarded to J. C. Coleman & Sons
Company May 6, 1913. Work was begun July 9, 1913, and
completed September 27, 1913. It is a 40-foot street with a
6-inch tar macadam roadway, 3-foot granite block gutters,
flagging crosswalks, granite edgestones and artificial stone
sidewalks, 7 feet in width, laid under a five (5) year maintenance
guaranty. The straight edgestone, corners and flagging were
furnished by the city at the South End Paving Yard, Albany
street, and hauled by the contractor. The circular edgestone
was furnished by the city on the line of the work. The paving
blocks were furnished by the city, a part at the Massachusetts
avenue lot and a part at Hyde square, and hauled by the con-
tractor. All other materials were furnished by the contractor.
Calumet street, from Parker Hill avenue to Hillside street,

164 City Document No. 26.

is about 1,201 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty June 3,
1913. Work was begun August 26, 1913, and completed Novem-
ber 8, 1913. It is a 40-foot street with a 6-inch tar macadam
roadway. Edgestone was set and 3-foot granite block gutters
and flagging crosswalks were laid. The sidewalk, 7 feet in
width, was laid with artificial stone, with a five (5) year
maintenance guaranty. The straight edgestone, corners and
flagging were furnished by the city at the South End Paving
Yard, Albany street; the granite paving blocks were furnished
by the city, some on the line of the work, some from Mountf ort
street and some from the South End Paving Yard, Albany
street. The circular edgestone was furnished on the line of the
work. The contractor put in crushed stone foundation under
some of the edgestone and a ground water-drain to take care
of the ground water which was very troublesome on this street.
He also did the excavating and furnished all other materials
necessary to do the work.

Church street, from Providence street to Boylston street, about
150 feet in length, was repaved with wood block on a concrete
base, with sand bed and joints by Coleman Brothers, under their
contract dated August 9, 1913. Work was begun August 12,
1913, and completed September 11, 1913. On account of the
change in grade of Providence street it was necessary to raise
the car tracks and pavement on this street. The contractor
removed the old pavement and relaid the new one with new
blocks on a new base. He also laid 7-foot artificial stone side-
walks. All the materials required to do the work were fur-
nished by the contractor. The wood block pavement and
artificial stone sidewalk are both laid under a five (5) year
maintenance guaranty.

Clement avenue, from Stratford street to Park street, is about
437 feet in length. The contract for constructing the surface
of this street was awarded to Thomas F. Minton April 28, 1913.
Work was begun May 5, 1913, and completed July 7, 1913. It
is a 40-foot street with a 6-inch tar macadam roadway, 3-foot
granite block gutters, flagging crosswalks, granite edgestone
and artificial stone sidewalks, 7 feet in width, laid under a five
(5) year maintenance guaranty. The straight edgestone,
corners and flagging were furnished by the city at the South
End Paving Yard, Albany street, and hauled by the contractor.
The circular edgestone was furnished by the city on the line of
the work.

The granite blocks were furnished by the city and hauled by
the contractor, part from Massachusetts avenue lot and part
from Washington street, Dorchester. All other materials were
furnished by the contractor.

Cliftondale street, from Kittredge street to Norfolk street, is
about 951 feet in length. The contract for constructing the
surface of this street was awarded to Thomas F. Minton June
9, 1913. Work was begun July 16, 1913, and completed Decern-

Public Works Department. 165

ber 31, 1913. It is a 40-foot street with a 6-inch Bermudez
asphalt roadway, 3-foot granite block gutters, flagging cross-
walks, granite edgestone and artificial stone sidewalks, 7 feet
in width, laid under a five (5) year maintenance guaranty
(except 37 feet 2 inches from Sheffield road and 10 feet 1 inch
from Montclair avenue). Corners and flagging were furnished
by the city at the South End Paving Yard, Albany street, and
hauled by the contractor. The circular edgestone was
furnished by the city on the line of the work. The granite
blocks were furnished by the city and hauled by the contractor,
part from Massachusetts avenue lot and part from Centre and
South streets. All other materials were furnished by the
contractor.

Crossman street, from Norfolk street to West Selden street,
is about 696 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty August
25, 1913. Work was begun October 15, 1913, and suspended
December 5, .1913. It is a 40-foot street with a 6-inch tar
macadam roadway, 3-foot granite block gutters, flagging cross-
walks, granite edgestone with an artificial stone sidewalk on the
north side and a crushed stone sidewalk on the south side.
The straight edgestone, flagging and paving blocks were fur-
nished by the city and hauled by the contractor. The cir-
cular edgestone was furnished by the city on the line of the work.
All other materials by the contractor. The work was com-
pleted except the artificial stone sidewalk which is to be laid
on the north side in the spring.

Dalrymple street, from Egleston street to Boylston street.
This street was practically completed last year. This year the
macadam surface was swept off and a sealing coat of tar applied.
Work was resumed May 1, 1913, and completed May 2, 1913.

Dawes street, from East Cottage street to Willis street, is
about 429 feet in length. The contract for constructing the
surface of this street was awarded the J. J. McCarthy Company
May 6, 1913. Work was begun May 22, 1913, and completed
July 5, 1913. It is a 30-foot street with a 6-inch tar macadam
roadway, 3-foot granite block gutters, flagging crosswalks,
granite edgestone and 5-foot artificial stone sidewalks. The
straight edgestone and flagging and paving blocks were fur-
nished by the city. The circular edgestone was furnished by
the city on the line of the work. All other materials were
furnished by the contractor. The sidewalks were laid under a
five (5) year maintenance guaranty.

Dexter street, from Alford street to the Everett line, is about
109 feet in length. The surface of this street was constructed
by the Paving Service forces. Work was begun November 12,
1913, and completed November 19, 1913. Edgestone was set,
block gutters paved and a tar macadam roadway built.

Don street, from Woodrow avenue to Callender street, is
about 315 feet in length. The contract for constructing the
surface of this street was awarded to the Boston Paving Com-

166 City Document No. 26.

pany May 1, 1913. Work was begun July 10, 1913, and com-
pleted September 6, 1913. It is a 40-foot street with a 6-inch
tar macadam roadway, 3-foot granite block gutters, nagging
crosswalks, granite edgestone and 7-foot artificial stone side-
walks. The straight edgestone, nagging and paving blocks
were furnished by the city and hauled by the contractor. All
other materials were furnished by the contractor. The side-
walks were laid under a five (5) year maintenance guaranty.

Dumas street, from Willowwood street to Mascot street, is
about 440 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty November
8, 1912. Work was begun May 15, 1913, and completed July
3, 1913. It is a 40-foot street with a 6-inch tar macadam
roadway, 3-foot granite block gutters, flagging crosswalks,
granite edgestone and 7-foot artificial stone sidewalks. The
straight edgestone, flagging and paving blocks were furnished
by the city and hauled by the contractor. The circular edge-
stone was furnished by the city on the line of the work. All
other materials were furnished by the contractor. The side-
walks were laid under a five (5) year maintenance guaranty.

Emmons street, from Paris street to Chelsea street, is about
320 feet in length. The contract for constructing the surface
of this street was awarded to J. H. McCarthy Company July
10, 1913. Work was begun August 22, 1913, and completed
October 28, 1913. It is a 40-foot street with a 6-inch tar
macadam roadway, 3-foot granite block gutters, flagging cross-
walks, granite edgestone and artificial stone sidewalks 7 feet in
width, laid under a five (5) year maintenance guaranty. The
straight and circular edgestone were furnished by the city on
the line of the work. The corners, flagging and granite blocks
were furnished by the city at the East Eagle Street Yard and
hauled by the contractor. All other materials were furnished
by the contractor.

Evans road, from Corey road to the Brookline line, is about
140 feet in length. The contract for constructing the surface
of this street was awarded to John J. Lane July 18, 1913.
Work was begun August 6, 1913, and completed August 25,
1913. It is a 40-foot street with a 6-inch tar macadam roadway,
edgestone was set, 3-foot granite block gutters and flagging
crosswalks were laid. The sidewalks, which are 6 feet wide,
were constructed with 5-foot artificial stone walk under a five
(5) year maintenance guaranty, with the balance a planting
space. The ends of the walk next to Corey road are full width,
artificial stone and on one side the walk widens to over 11 feet
in width to conform to Corey road. The city furnished the
straight edgestone at the Brighton Paving Yard, the flagging
at Washington street, Brighton, the granite blocks at Boylston
street and the circular edgestone on the line of the work. The
contractor did the excavating and furnished all other materials
necessary to do the work.

Public Works Department. 167

Gayland street, from West Cottage street to Judson street.
The contract for constructing the surface of this street was
awarded to James Doherty October 11, 1913. Work was
begun December 22, 1913, and suspended December 30, 1913.
The work done this year consisted of the hauling and setting
of edgestone. Work will be resumed early in the spring.

Greenock street, from Blue Hill avenue to Harvard street,
is about 576 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty May 16,
1913. Work was begun June 24, 1913, and completed August
9, 1913. It is a 40-foot street with a 6-inch asphalt macadam
roadway, 3-foot granite block gutters, flagging crosswalks,
granite edgestone and 7-foot artificial stone sidewalks. The
straight edgestone, corners and flagging and paving blocks were
furnished by the city and hauled by the contractor. The
circular edgestone was furnished by the city on the line of the
work. All other materials were furnished by the contractor.
The sidewalks were laid under a five (5) year maintenance
guaranty. The surplus excavated material was hauled to
Almont street.

Hadwin way, from Hyde Park avenue to Hammatt road,
is about 268 feet in length. The contract for constructing the
surface of this street was awarded to West Roxbury Trap Rock
Company November 4, 1913. Work was begun November
7, 1912, suspended December 10, 1912, resumed March 24,
1913, and completed May 22, 1913. It is a 35-foot street with
a 6-inch tar macadam roadway, 3-foot granite block gutters,
flagging crosswalks, granite edgestone and artificial stone
sidewalks 6 feet in width, laid under a five (5) year main-
tenance guaranty. The circular edgestone was furnished by
the city on the line of the work. The straight edgestone and
flagging was furnished by the city at the South End Paving
Yard, Albany street, and hauled by the contractor. All other
materials were furnished by the contractor.

Hallet street, from Minot street to the New York, New Haven
& Hartford Railroad, is about 1,858 feet in length. The con-
tract for constructing the surface of this street was awarded
to James Doherty July 9, 1912. Work was begun September
30, 1912, and suspended January 3, 1913. Work was resumed
September 10, 1913, and completed October 24, 1913. It is a
50-foot street with a 6-inch macadam roadway, 3-foot granite
block gutters, flagging crosswalks, granite edgestone and 8-foot
sidewalks, part brick, part artificial stone and part crushed
stone. The circular edgestone was furnished by the city on
the line of the work and the flagging at the South End Paving
Yard, Albany street. All other materials were furnished by
the contractor. The artificial stone sidewalks were laid under
a five (5) year maintenance guaranty.

Hansborough street, from Blue Hill avenue to Harvard
street, is about 609 feet in length. The contract for constructing

168 City Document No. 26.

the surface of this street was awarded to James Doherty May
17, 1913. Work was begun June 10, 1913, and completed
July 24, 1913. It is a 50-foot street with a 6-inch asphalt
macadam roadway, 3-foot granite block gutters, flagging
crosswalks, granite edgestone and 8-foot artificial stone side-
walks. The straight edgestone, flagging and paving blocks
were furnished by the city and hauled by the contractor. The
circular edgestone was furnished on the line of the work by
the city. All other materials were furnished by the contractor.
The sidewalks were laid under a five (5) year maintenance
guaranty. The surplus excavated material was hauled by the
contractor to Morton and Dumas street.

Hancock and Bowdoin streets, Dorchester, from Winter street
to Hancock street, is about 220 feet in length. The contract
for constructing the surface of this street was awarded to the
Central Construction Company June 26, 1913. Work was
begun July 7, 1913, and completed September 12, 1913. This
street has a 30-foot brick block roadway on a 6-inch concrete
base, with a 10-foot artificial stone sidewalk on the south side
and a triangular park space with a 10-foot artificial stone
sidewalk on the northeast side. The new granite paving
blocks and flagging were furnished by the city and hauled by
the contractor. The circular edgestone was furnished by the
city on the line of the work. The existing paving materials
not used in the work were hauled to the Hancock Street Paving
Yard by the contractor. The artificial stone sidewalks were
laid under a five (5) year maintenance guaranty.

Holiday street, from Bowdoin street to Topliff street, is about
1,011 feet in length. The contract for constructing the surface
of this roadway was awarded to James Doherty October 2,

1912. Work was begun April 7, 1913, and completed May 26,

1913. It is a 40-foot street with a 6-inch macadam roadway
and 3-foot granite block gutters, flagging crosswalks, granite
edgestone and 7-foot artificial stone sidewalks. The straight
edgestone and paving blocks were furnished by the city and
hauled by the contractor. The circular edgestone and flagging
was furnished by the city on the line of the work. All other
materials were furnished by the contractor. The sidewalks
were laid under a five (5) year maintenance guaranty.

Homes avenue, from Topliff street to Draper street, is about
1,001 feet in length. The contract for constructing the surface
of this street was awarded to James Doherty September 19,
1912. Work was begun March 19, 1913, and completed May
17, 1913. It is a 40-foot street with a 6-inch tar macadam
roadway, 3-foot granite block gutters, flagging crosswalks,
granite edgestone and 7-foot artificial stone sidewalks. The
straight edgestone, flagging and paving blocks were furnished
by the city and hauled by the contractor. The circular edge-
stone was furnished on the line of the work. All other materials
were furnished by the contractor. The sidewalks were laid
under a five (5) year maintenance guaranty.

Public Works Department. 169

Howes street, from Dorchester avenue to Pleasant street, is
about 591 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty November
25, 1912. Work was begun July 8, 1913, and completed July
29, 1913. It is a 40-foot street with a 6-inch tar macadam
roadway, 3-foot granite block gutters, flagging crosswalks,
granite edgestone and 8-foot artificial stone sidewalks. The
flagging and paving blocks were furnished by the city and
hauled by the contractor. The circular edgestone was fur-
nished by the city on the line of the work. All other materials
were furnished by the contractor. The sidewalks were laid
under a five (5) year maintenance guaranty.

Islington street, from Brighton avenue to Webster street.
(See Armington street.)

Kilton street, from Park street to Talbot avenue, is about
953 feet in length. The contract for constructing the surface
of this street was awarded to James Doherty November 12,
1912. Work was begun July 21, 1913, and completed Septem-
ber 3, 1913. It is a 40-foot street with a 6-inch tar macadam
roadway, 3-foot granite block gutters, flagging crosswalk,
granite edgestone and 7-foot artificial stone sidewalks. The
flagging and paving blocks were furnished by the city and
hauled by the contractor. The circular edgestone was fur-
nished by the city on the line of the work. All other materials
were furnished by the contractor. The sidewalks were laid
under a five (5) year maintenance guaranty.

Lawndale terrace, from Lamartine street to Amory street, is
about 419 feet in length. The contract for constructing the
surface of this street from Lamartine street to the New York,
New Haven & Hartford Railroad (about 262 feet in length)
was awarded to James Doherty August 15, 1913. Work was
begun November 12, 1913, and suspended December 5, 1913.
It is a 25-foot street with 4-foot sidewalks for about 227 feet
from Lamartine street, and is from 25 feet to about 33 feet in
width, with 4 to 4^-foot sidewalks near the railroad. It has a
6-inch tar macadam roadway, 2^-foot granite block gutters,
flagging crosswalks, granite edgestone and when completed
will have artificial stone sidewalks. The work is completed
with the exception of laying artificial stone walks. The cinders
for foundation are already placed. A wooden fence with iron
posts was erected on the easterly approach to the tunnel and a
crosswalk was laid across Amory street, opposite the end of
Lawndale terrace. The circular edgestone was furnished by
the city on the line of the work. The straight edgestone and
flagging was furnished by the city at the South End Paving
Yard, Albany street, and hauled by the contractor. The
granite blocks were furnished by the city at Norfolk street and
hauled by the contractor. All other material was furnished
by the contractor.

Lithgow street, from Washington street to Talbot avenue, is
about 464 feet long. The contract for constructing the surface

170 City Document No. 26.

of this street was awarded to Jeremiah J. McCarthy Company
May 1, 1913. Work was begun May 5, 1913, and completed
June 18, 1913. It is a 40-foot street, with a 6-inch tar macadam
roadway, 3-foot granite block gutters, flagging crosswalks,
granite edgestones and artificial stone sidewalks 7 feet in width.
There was a considerable amount of artificial stone sidewalk
on the street and this was allowed to remain, the old edgestone
being reset where necessary. The new artificial stone was laid
under a five (5) year maintenance guaranty. The new straight
edgestone and corners were furnished by the city on the line
of the work. The flagging was furnished by the city at the
South End Paving Yard, Albany street, and hauled by the
contractor. The granite blocks were furnished by the city on
Washington street, Dorchester, and hauled by the contractor.
The surplus excavated materials were hauled by the contractor
to Morton street. All other materials were furnished by the
contractor.

Lovering place, from Washington street to Harrison avenue,
is about 331 feet in length. The contract for widening and
constructing the surface of this street was awarded to James
Doherty April 28, 1913. Work was begun May 5, 1913, and
completed June 16, 1913. The street is from 23.4 to 23.9 feet
in width. The roadway was surfaced with 1| inches of Acme
asphalting and 1| inches bituminous concrete binder on a 6-inch
Portland cement concrete base; the northerly sidewalk, 4 feet
in width, was laid with artificial stone, the southerly side was
laid with brick and the edgestone was reset. The asphalt
pavement and artificial stone sidewalk was laid under a five
(5) year maintenance guaranty. The city furnished the straight
edgestone, corners, flagging and paving blocks at the South
End Paving Yard, Albany street, and sidewalk brick on the line
of the work. The contractor did the excavating and furnished
all other materials necessary to do the work.

Mascoma street, from Quincy street to Lawrence avenue, is
about 605 feet in length. The contract for constructing the
surface of this street was awarded to Fred S. & A. D. Gore
Corporation November 15, 1912. Work was begun June 26,
1913, and completed October 23, 1913. It is a 40-foot street
with a 6-inch tar macadam roadway, 3-foot granite block
gutters, flagging crosswalks, granite edgestone and artificial
stone sidewalks, 7 feet in width, laid under a five (5) year
maintenance guaranty. The circular edgestone was furnished
by the city on the line of the work. The straight edgestone
was furnished by the city at the South End Paving Yard, Albany
street, and hauled by the contractor. The granite blocks and
flagging were furnished by the city at Warren avenue and hauled
by the contractor. All other materials were furnished by the
contractor.

Mascot street, from Mountain avenue to Ballou avenue, is
about 1,151 feet in length. The contract for constructing the

Public Woeks Department. 171

surface of this street was awarded to James Doherty November
8, 1912. Work was begun March 10, 1913, and completed July
3, 1913. It is a 40-foot street with a 6-inch tar macadam road-
way, 3-foot granite block gutters, flagging crosswalks, granite
edgestone and 7-foot artificial stone sidewalks. The flagging,
paving blocks and straight edgestone were furnished by the
city and hauled by the contractor. The circular edgestone
was furnished by the city on the line of the work. All other
materials were furnished by the contractor. The artificial
stone sidewalks were laid under a five (5) year maintenance
guaranty.

Maxfield street, from La Grange street to Bellevue street, is
about 769 feet in length. The contract for constructing the
surface of this street was awarded to the West Roxbury Trap
Rock Company November 2, 1912. Work was begun April
29, 1913, and completed July 26, 1913. It is a 40-foot street with
a 6-inch tar macadam roadway, 3-foot granite block gutters,
flagging crosswalks, granite edgestone and 7-foot sidewalks,
consisting of 4| feet artificial stone walk and seeded loam space.
The artificial stone sidewalks were laid under a five (5) year
maintenance guaranty. A part of the edgestone was set on
a crushed stone concrete foundation. The circular edgestone
was furnished by the city on the line of the work. The straight
edgestone and flagging were furnished by the city at the South
End Paving Yard and hauled by the contractor. The granite
blocks were furnished by the city at Washington street (Dor-
chester) and corners at Centre street and La Grange street and
hauled by the contractor. All other materials were furnished
by the contractor.

Mitchell street, from Old Colony avenue 265 feet northerly,
was constructed by William J. Rafferty, under contract dated
August 15, 1913. Work was begun October 6, 1913, and com-
pleted November 18, 1913. It is a 20-foot street with 6-inch
tar macadam roadway, 2|-foot granite block gutters, flagging
crosswalks, granite edgestone and brick sidewalks, 3^ feet in
width. The circular edgestone and sidewalk bricks were fur-
nished by the city on the line of the work. The straight edge-
stone and flagging were furnished by the city at the South
End Paving Yard, Albany street, and hauled by the contractor.
The granite blocks were furnished by the city at the South
Boston Paving Yard and hauled by the contractor. A dry
rubble and concrete wall, about 53 feet long, was built on the
easterly side. A part of the rubble stone for wall was obtained
from the old wall on Old Colony avenue. All the other materials
were furnished by the contractor.

Montclair avenue, from Centre street across Fletcher street,
is about 1,106 feet in length. The contract for constructing the
surface of this street was awarded to Thomas F. Minton Octo-
ber 10, 1912. Work was begun June 10, 1913, and completed
October 3, 1913. It is a 40-foot street with a 6-inch tar macadam

172 City Document No. 26.

roadway, 3-foot granite block gutters, nagging crosswalk,
granite edgestone and artificial stone sidewalks, 7 feet in width,
laid under a five (5) year maintenance guaranty. A part of the
edgestone was set on a crushed stone foundation. The circular
edgestone and nagging were furnished by the city on the line
of the work. The straight edgestone was furnished by the
city at the South End Paving Yard, Albany street, and hauled
by the contractor. The granite blocks were furnished by the
city at Centre and South streets and on Huntington avenue,
and hauled by the contractor. All other materials were fur-
nished by the contractor.

Mountfort street, from Audubon road to St. Mary's street, is
about 306 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty May
17, 1913. Work was begun August 30, 1913, and completed
September 22, 1913. It is a 50-foot street with a 6-inch asphalt
macadam roadway, 3-foot granite block gutters, flagging
crosswalks, granite edgestone and 8-foot artificial stone side-
walks laid under a five (5) year maintenance guaranty. The
city furnished the straight edgestone and flagging at the South
End Paving Yard, the granite paving blocks at Pleasant
street and circular edgestone on the line of the work. The
contractor did the excavating and furnished all other materials
for doing the work.

Naples road, from Commonwealth avenue to Brookline line,
is about 135 feet in length. The contract for constructing the
surface of this street was awarded to John J. Lane July 18,
1913. Work was begun July 21, 1913, and completed August
6, 1913. It is a 50-foot street with 3-foot block gutters, flagging
crosswalks, granite edgestone, 6-inch tar macadam roadway
and 8-foot artificial stone sidewalks laid under a five (5) year
maintenance guaranty. The city furnished the straight edge-
stone, corners and flagging at the Brighton Paving Yard and
the second-hand paving blocks on Boylston street. The con-
tractor did the excavating and furnished all other materials
necessary to do the work.

Norfolk street, from Washington street to New York, New
Haven & Hartford Railroad Bridge, is about 4,205 feet in length.
The contract for constructing the surface of this street was
awarded to James Doherty April 21, 1913. Work was begun
October 24, 1913, and suspended December 29, 1913. It is a
60-foot street with a bitulithic roadway, on a 6-inch concrete
base, nagging crosswalks, granite edgestone and 8-foot artificial
stone sidewalks. The street has been regulated from Washing-
ton street to Woodrow avenue and the roadway paved with
bitulithic. The tracks of Boston Elevated Railway have been
paved with granite block within the same limits. Considerable
grading has been done on the remainder of the street, and more
than one-half the edgestone has been set thereon. Work was
suspended on account of cold weather and will be resumed in

Public Works Department. 173

the spring. The Paving Service forces entered the street March
19, 1913, and did some rough grading. This work was completed
June 28, 1913.

Normandy street, from Creston street to Intervale street, is
about 265 feet in length. Contract for constructing the surface
of this street was awarded to Hugh J. McGuire November 10,
1913. Work was begun November 19, 1913, and completed
December 23, 1913. It is about a 40-foot street with a 6-inch
tar macadam roadway, 3-foot granite block gutters, flagging
crosswalks, granite and artificial stone edgestones and artificial
stone sidewalks about 7 feet in width. The new artificial stone
sidewalks were laid under a five (5) year maintenance guaranty.
The old artificial stone sidewalk and curb on the northerly side
for about 152 feet from Creston street and on the southerly
side for about 60 feet was allowed to remain. The straight
edgestone and flagging were furnished by the city at the South
End Paving Yard, Albany street, and hauled by the contractor.
The circular edgestone was furnished by the city on the line of
the work. The granite blocks were furnished at the Massachu-
setts avenue lot and hauled by the contractor. All other mate-
rials were furnished by the contractor.

Orient avenue, from Walley street to beyond Tower street,
about 2,075 feet in length. The contract for grading and con-
structing the street was awarded to James Doherty June 13,
1913. Work was begun June 23, 1913, and completed Novem-
ber 6, 1913. It is a 40-foot street with a 6-inch asphalt macadam
roadway, 3-foot granite blocks, gutters, flagging crosswalks,
granite edgestone, and 8-foot artificial stone sidewalks, laid
under a five (5) year maintenance guaranty. There is a large
triangular planting park or planting space . at the lower end
next to Walley street. The city furnished the corners and
part of the flagging at the East Eagle Street Yard and the
balance of the flagging, straight and circular edgestone on the
line of the work. The contractor did the excavating and
furnished all other materials necessary to do the work.

Perkins street, from Prince street to Brookline line, is about
315 feet in length. This street is being constructed by the
Paving Service forces. Work was begun August 18, 1913,
and was suspended September 29, 1913. Work done this year
consisted in widening, laying block dish gutters and construct-
ing macadam roadway. The street is completed with the
exception of sidewalks.

Play stead road, from Savin Hill avenue to Springdale street,
is about 335 feet in length. The contract for constructing the
surface of this street was awarded to William J. Rafferty
Company May 2, 1913. Work was begun May 13, 1913, and
completed July 14, 1913. It is a 40-foot street with a 3-foot
granite block gutter, flagging crosswalk and granite edgestone.
The 7-foot artificial stone sidewalks were furnished and laid under
a five (5) year maintenance guaranty. The city furnished the

174 City Document No. 26.

straight edgestone and nagging at the South End Paving Yard,
the circular edgestone and sidewalk brick on the line of the
work. The contractor did the excavating, which included rock
cutting, and furnished the granite paving blocks and all other
materials required to do the work.

Pleasant street, from Eliot street to Washington street, is about
1,673 feet in length. The contract for widening and construct-
ing the surface of this street was awarded to Coleman Brothers
July 11, 1913. Work was begun October 2, 1913, and suspended
December 24, 1913. This street as widened varies from 60 to
about 67 feet, with 10-foot artificial stone sidewalks, laid under
a five (5) year maintenance guaranty. The edgestone was reset
and the roadway, with the exception of that portion from the
westerly side of Tremont street to the easterly side of Shawmut
avenue, was paved with wood blocks on a 6-inch Portland
cement concrete base, with sand joints, under a five (5) year
maintenance guaranty. The portion of the roadway above
mentioned is paved temporarily with old granite blocks, gravel
bed and joints. The bridge over the Boston Elevated Railway
tracks at the subway entrance is paved with wood blocks. The
city furnished the straight edgestone corners and flagging at
the South End Paving Yard, Albany street, and the new circular
edgestone, granite paving blocks and sidewalk bricks on the
line of the work. The contractor furnished all other materials
necessary to do the work and did the excavating. Work will
be resumed early in the spring.

Priesing street, from Mozart street to Chestnut avenue, is
about 680 feet in length. The contract for constructing the
surface of this street was awarded to the John Kelly Company
May 26, 1913. Work begun June 6, 1913, completed July 31,
1913. A 40-foot street, with a 6-inch tar macadam roadway,
was constructed for a distance of about 225 feet from Mozart
street, 3-foot granite block gutters, flagging crosswalks, granite
edgestone and artificial stone sidewalks, 7 feet in width, were
constructed on the remainder of the street. The artificial stone
sidewalks were laid under a five (5) year maintenance guaranty.
The circular edgestone was furnished by the city on the line of
the work. The straight edgestone and flagging were furnished
by the city at the South End Paving Yard, Albany street, and
were hauled by the contractor. The granite blocks were
furnished by the city at Centre and South streets and hauled
by the contractor. All other materials were furnished by the
contractor.

Providence street, from 70 feet east of Church street to Berke-
ley street, about 1,117 feet in length, was paved with granite
block, with pitch joints, on a 6-inch Portland cement concrete
base with sand bed. The contract was awarded to Coleman
Brothers June 30, 1913. Work was begun July 7, 1913, and
completed August 21, 1913. The street varies in width from
40 to 100 feet. The contractor set and reset edgestone and

Public Works Department. 175

furnished and laid an artificial stone sidewalk on the northerly
side of the street, under a five (5) year maintenance guaranty.
This walk is 15 feet in width from Church to Arlington street
and 7 feet wide from Arlington to Berkeley street. A 3-foot
brick sidewalk was laid on the south side of the street from
Arlington street to Berkeley street. The city furnished the
straight edgestone, corners and flagging at the South Paving
Yard, Albany street, and the circular edgestone and sidewalk
brick on the line of the work. The contractor did the excava-
ting and furnished the new granite paving blocks and all other
materials necessary to do the work.

Quincefield street, from Humphreys street to Wendover street,
is about 263 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty April 29,
1913. Work was begun June 21, 1913, and completed July 16,
1913. It is a 35-foot street with a 6-inch tar macadam roadway,
3-foot granite block gutters, flagging crosswalks, granite edge-
stone and 6-foot artificial stone sidewalks. The straight edge-
stone, flagging and paving blocks were furnished by the city
and hauled by the contractor. The circular edgestone was
furnished by the city on the line of the work. All other mate-
rials were furnished by the contractor. The sidewalks were
laid under a five (5) year maintenance guaranty.

Roach street, from Dorchester avenue to Pleasant street, is
about 434 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty August 4,
1913. Work was begun October 22, 1913, and suspended
November 19, 1913. It is a 30-foot street, with a 6-inch tar
macadam roadway, 3-foot granite block gutters, flagging cross-
walks, granite edgestone and 5-foot artificial stone sidewalks.
The straight edgestone, corners, flagging and paving blocks were
furnished by the city and hauled by the contractor. The
circular edgestone was furnished by the city on the line of the
work. The surplus excavated material was hauled to the Mill
street dump by the contractor. The construction is completed
except the artificial stone sidewalks, which the contractor was
unable to lay on account of cold weather. The sidewalk will be
laid in the spring.

Sachem street, from Hillside street to Parker Hill avenue, is
about 909 feet in length. The contract for constructing the
surface of this street was awarded to John McCourt & Co.
September 26, 1912. Work was begun October 8, 1912, and
suspended December 8, 1912. Work was resumed April 10,
1913, and completed May 22, 1913. It is a 40-foot street for
most of its length, with a 6-inch water bound macadam roadway,
3-foot granite block gutters, flagging crosswalks, granite edge-
stone, ground water-drain and 7-foot brick sidewalks. There
is a concrete retaining wall and fence about 94 feet long on the
lower side of the street. The work done this year consisted of
resetting edgestone and relaying block gutters, laying cross-

176 City Document No. 26.

walks, placing a macadam surface, laying the brick sidewalks,
and building a fence on the lower side of the street. The city
furnished the straight edgestone, flagging and corners at the
South End Paving Yard, Albany street, the paving blocks at
the Brighton Paving Yard, Washington street, Dorchester,
and District 7 Paving Yard. The circular edgestone and
sidewalk bricks were furnished on the line of the work. The
contractor furnished all other materials.

Sheffield road, from Walter street to Selwyn street, is about
706 feet in length. The contract for constructing the surface of
this street was awarded William J. Rafferty Company Septem-
ber 9, 1913. Work was begun September 27, 1913, and com-
pleted November 28, 1913. It is a 40-foot street with a 6-inch
tar macadam roadway, 3-foot granite block gutters, flagging
crosswalks, granite edgestone and artificial stone sidewalks,
7 feet in width, laid under a five (5) year maintenance guaranty.
The circular edgestone was furnished by the city on the line of
the work. The straight edgestone, corners and flagging were
furnished by the city at the South End Paving Yard, Albany
street, and hauled by the contractor. The granite blocks Were
furnished by the city at the Massachusetts avenue lot and
Centre and South streets, and hauled by the contractor. All
other materials were furnished by the contractor.

Silloway street, from Melville avenue to Mather street, is
about 382 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty November
8, 1912. Work was begun June 5, 1913, and completed July 14,
1913. It is a 40-foot street with a 6-inch tar macadam roadway,
3-foot granite block gutters, flagging crosswalks, granite edge-
stone and a 7-foot sidewalk, 4| feet of which is artificial stone
and the remainder loam space. The straight edgestone and
paving blocks were furnished by the city and hauled by the
contractor. The circular edgestone was furnished by the city
on the line of the work. The artificial stone sidewalk was laid
under a five (5) year maintenance guaranty.

Spring street, from Webster street to Charles river, is about
1,588 feet in length. The contract for constructing the surface
of this street was awarded to the West Roxbury Trap Rock
Company September 29, 1913. Work was begun October 6,
1913, and suspended December 19, 1913. It is to be an 80-foot
street with a double car track paved with a granite block, and a
6-foot asphalt macadam roadway each side of tracks, flagging
crosswalk at side street, granite edgestones and crushed stone
sidewalks 13 feet in width. The work this year has consisted of
rough grading.

Tetlow street, from Worthington street to the Tremont
entrance, is about 240 feet in length. The contract for con-
structing the surface of this street was awarded to James
Doherty October 12, 1912. Work was begun April 8, 1913,
and completed May 6, 1913. It is a 50-foot street with a 6-inch

Public Works Department. 177

tar macadam roadway, 3-foot granite block gutters, nagging-
crosswalks, granite edgestone and 12-foot sidewalks with a
seeded loam space. The old brick sidewalk on the south side of
the street was relaid and an artificial stone walk 7 feet wide was
laid on the northerly side of the street. The city furnished the
straight edgestone and flagging at the South End Paving Yard,
Albany street, the circular edgestone and sidewalk brick on the
line of the work and the granite paving blocks for the gutters
near the line of the work. The contractor furnished all other
materials necessary to do the work.

Tucker street, from Woodrow avenue to Callender street, is
about 378 feet in length. The contract for constructing the
surface of this street was awarded to Fred S. and A. D. Gore
Corporation November 8, 1912. Work was begun March 20,
1913, and completed June 25, 1913. It is a 40-foot street with
a 6-inch tar macadam roadway, 3-foot granite block gutters,
flagging crosswalks, granite edgestone and 7-foot artificial stone
sidewalks. The straight edgestone, flagging and paving blocks
were furnished by the city and hauled by the contractor.
All other materials were furnished by the contractor. The side-
walks were laid under a five (5) year maintenance guaranty.

Tynddle street, from Walworth street to Guernsey street, is
about 1,946 feet in length. The contract for constructing the
surface of this street was awarded Hugh J. McGuire May 12,
1913. Work was begun May 15, 1913, and completed Novem-
ber 15, 1913. It is a 40-foot street with a 6-inch tar macadam
roadway, 3-foot granite block gutters, flagging crosswalks,
granite edgestone and artificial stone sidewalks, 7 feet in width.
A greater portion of the old artificial stone walk on the north-
erly side near Guernsey street was found in good condition
and allowed to remain. The artificial stone sidewalk was laid
under a five (5) year maintenance guaranty. The circular
edgestone was furnished by the city on the line of the work.
The straight edgestone and flagging was furnished by the city
at the South End Paving Yard, Albany street, and hauled by
the contractor. The granite blocks were furnished by the city
at Centre and South streets, Massachusetts avenue lot and at
the corner of South and Oakland streets, and hauled by the
contractor. All other materials were furnished by the con-
tractor.

Union Park street, from Washington street to Harrison
avenue, is about 454 feet in length. The contract for widening
and constructing the surface of this street was awarded to Fred
S. & A. D. Gore Corporation April 25, 1913. Work was begun
May 28, 1913, and completed June 28, 1913. This street, as
constructed, varies in width from about 63 feet to 77.4 feet.
The roadway is paved with 1| inches of Acme asphalt wearing
surface on 1| inches of bituminous concrete binder on a 6-inch
Portland cement concrete base. The sidewalks, varying in
width from 10 feet to 13 feet, are artificial stone. The con-

178 City Document No. 26.

tractor also reset the edgestone and laid the crosswalks. The
city furnished the straight edgestone at the South End Paving
Yard, Albany street, and the circular edgestone, corners and
flagging on the line of the work. The contractor did the exca-
vating and furnished all other materials necessary to do the
work. There was some wood block pavement laid on Harrison
avenue next to the street car rail. The asphalt, wood block
and artificial stone sidewalk were laid under a five (5) year
maintenance guaranty.

Vesta road, from Blue Hill avenue to Harvard street, is
about 537 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty May 16,
1913. Work was begun September 25, 1913, and completed
November 11, 1913. It is a 40-foot street with a 6-inch asphalt
macadam roadway, 3-foot granite block gutters, flagging cross-
walks, granite edgestone and 7-foot artificial stone sidewalks.
The straight edgCstone, flagging and paving blocks were fur-
nished by the city and hauled by the contractor. The cir-
cular edgestone was furnished by the city on the line of the work.
All other materials were furnished by the contractor. The
artificial stone sidewalks were laid under a five (5) year main-
tenance guaranty. The surplus excavated material was hauled
to Almont street by the contractor.

Walworth street, from Belgrade avenue across Brook street,
is about 949 feet in length. The contract for constructing the
surface of this street was awarded Hugh J. McGuire May 12,
1912. Work was begun August 21, 1913, and completed
December 5, 1913. It is a 50-foot street with a 6-inch tar
macadam roadway, flagging crosswalks, granite edgestone and
artificial stone sidewalks, 8 feet in width, laid under a five (5)
year maintenance guaranty. The circular edgestone was
furnished by the city on the line of the work. The straight
edgestone and flagging was furnished by the city at the South
End Paving Yard, Albany street, and hauled by the contractor.
The granite blocks for crosswalks were furnished by the city
at the Massachusetts avenue lot and hauled by the contractor.
All other materials were furnished by the contractor.

Whitfield street, from Wheatland avenue to Talbot avenue, is
about 797 feet in length. The contract for grading and sur-
facing this street was awarded to William J. Rafferty Company
May 23, 1913. Work was begun June 13, 1913, and completed
August 28, 1913. It is a 40-foot street with a 6-inch asphalt
macadam roadway, 3-foot granite block gutters, nagging cross-
walks, granite edgestone and artificial stone sidewalks, 7 feet
in width, laid under a five (5) year maintenance guaranty.
The city furnished the straight edgestone at the South End
Paving Yard, Albany street, the gutter blocks at the Massa-
chusetts avenue lot and Washington street, Dorchester, flag-
ging at Washington street, Dorchester, and the circular edge-
stone on the line of the work. The contractor furnished all
other materials necessary to do the work.

Public Works Department. 179

General.

Alban street, from Welles avenue to Ashmont street, is about
1,358 feet in length. The contract for constructing the artificial
stone sidewalks, regulating and gutters on this street was
awarded to James Doherty July 10, 1913. It is a 40-foot street
with a macadam roadway, 3-foot granite block gutters, flagging
crosswalks, granite edgestone and 7-foot artificial stone side-
walks. The straight edgestone, corners, flagging and paving
blocks were furnished by the city and hauled by the contractor.
The circular edgestone was furnished by the city on the line
of the work. All other materials were furnished by the con-
tractor. The sidewalks were laid under a five (5) year mainte-
nance guaranty. The surplus excavated material was hauled
to the Mill street dump by the contractor.

Armandine street, from Milton avenue to Washington street,
is about 1,398 feet in length. The contract for constructing
artificial stone sidewalks and regulating the edgestone, gutters
and crosswalks on this street was awarded to J. J. McCarthy
Company June 31, 1913. It is a 40-foot street with a macadam
roadway, 3-foot granite block gutters, flagging crosswalks,
granite edgestone and 7-foot artificial stone sidewalks. The
straight edgestone, corners, flagging and paving blocks were
furnished by the city and hauled by the contractor. The
circular edgestone was furnished by the city on the line of the
work. All other materials were furnished by the contractor.
The sidewalks were laid under a five (5) year maintenance
guaranty.

Bernard street, from Harvard street to Kerwin street, is about
910 feet in length. The contract for constructing the artificial
stone sidewalks and regulating on this street was awarded to
Thomas J. Hind, Inc., August 4, 1913. It is a 50-foot street
with a macadam roadway, 3-foot granite block gutters, flagging
crosswalks, granite edgestone and 8-foot artificial stone side-
walks. The straight edgestone, corners, flagging and paving
blocks were furnished by the city and hauled by the contrac-
tor. All other materials were furnished by the contractor.
The sidewalks were laid under a five (5) year maintenance
guaranty.

Blue Hill avenue, from Washington street about 192 feet
southerly. The contract for constructing an artificial stone
sidewalk and regulating edgestone and gutters on the easterly
side was awarded Robert Eagar, Jr., September 12, 1913.
The contractor furnished all new material. The sidewalk was
laid under a five (5) year maintenance guaranty.

Centre street (north side) , from Allston street to the Shawmut
Branch Railroad, is about 300 feet in length. The contract
for constructing an artificial stone sidewalk and regulating
edgestone and gutters was awarded to James Doherty October
28, 1913. It is a 45-foot street with a macadam roadway,
3-foot granite block gutters, flagging crossings, granite edgestone

180 City Document No. 26.

and a 7-foot artificial stone sidewalk, The straight edgestone
and paving blocks were furnished by the city and hauled by the
contractor. All other materials were furnished by the con-
tractor. The sidewalk was laid under a five (5) year mainte-
nance guaranty.

Chelsea Bridge South, from Scott's court to angle near the
draw, is about 347 feet in length. The iron fence on the north-
erly side was reconstructed by the W. A. Snow Iron Works,
under contract. New top and bottom rails and thirteen new
posts were furnished by the contractor who also did all work of
reconstruction.

Cohasset street, from Corinth street to Albano street, is about
1,014 feet in length. The contract for constructing artificial
stone sidewalks in this street was awarded Martino DeMatteo
July 28, 1913. The sidewalks, 6 feet in width, were laid under
a five (5) year maintenance guaranty. The contractor
furnished all the materials and also did a small amount of
regulating.

Conway street, from South street to Fairview street, is about
802 feet in length. The contract for constructing 3-foot granite
block gutters, resetting edgestone and laying artificial stone
sidewalks on this street and on Fairview street (south side),
from Conway street 350 feet easterly, was awarded Martino
DeMatteo August 4, 1913. The sidewalks are 6 feet 8 inches
wide on Conway street, from South street to the bend, and 7
feet wide on Conway street, from the bend to Fairview street,
and on the south side of Fairview street, from Conway street to
350 feet easterly. The artificial stone was laid under a five (5)
year maintenance guaranty. The straight edgestone and
corners were furnished by the city at the South End Paving
Yard, Albany street, and hauled by the contractor. The cir-
cular edgestone was furnished by the city on the line of the
work. The granite blocks were furnished by the city and hauled
by the contractor, part from Washington street, at Tower street,
part from Norfolk street, part from Park street, between
Anawan avenue and Centre street, and part from Massachu-
setts avenue lot. All other materials were furnished by the
contractor.

Dennis street, from Dudley street to W'oodville street, is about
1,038 feet in length. The contract for constructing 3-foot
granite block gutters, flagging crosswalks, setting and resetting
edgestone and laying artificial stone sidewalks 6 feet to 7 feet
in width was awarded to James Doherty June 9, 1913. The
circular edgestone was furnished by the city on the line of the
work. The straight edgestone was furnished by the city at
the South End Paving Yard, Albany street, and hauled by the
contractor. The granite blocks were furnished by the city at
Washington street, Dorchester, and hauled by the contractor.
The old sidewalk bricks were hauled by the contractor to the
Massachusetts avenue lot. The artificial stone sidewalks were

Public Works Department. 181

laid under a five (5) year maintenance guaranty. All other
materials were furnished by the contractor.

Dorchester avenue (easterly side), from Belfort street to St.
Williams street, is about 174 feet in length; Hollander street,
from Humboldt avenue about 200 feet westerly, about 250 feet
in length, and Rosedale street, at numbers 7, 9, 10 and 12, about
55 feet in length. The contract for laying artificial stone side-
walks in these streets was awarded to William J. Rafferty
Company June 27, 1913. The contractor reset the edgestone
and repaved the gutters where necessary, and laid the artificial
stone sidewalks under a five (5) year maintenance guaranty.
He also did some rock excavation. The city furnished the
circular edgestone on the line of the work. The contractor
furnished all other materials required in doing the work.

Dorchester Paving Yard. The contract for constructing
wooden steps in this yard was awarded to Thomas H. Hanlon
May 20, 1913. The work consisted in building a flight of heavy
wooden steps from Downer avenue to Hancock street, across
the northerly side of the city paving yard. All the labor and
materials were furnished by the contractor.

Dudley street, between Washington street and Harrison
avenue, is about 380 feet in length. The contract for regu-
lating the edgestone, laying crosswalks and furnishing and
constructing the artificial stone sidewalks, under a five (5) year
maintenance guaranty, was awarded to Robert Eager, Jr., June
9, 1913. In connection with this contract the contractor was
ordered to furnish and lay an artificial stone walk and do the
regulating on the westerly sidewalk on Warren street, between
Dudley street and Zeigler street, about 215 feet in length. The
city furnished the straight edgestone required at the South End
Paving Yard, Albany street. The contractor hauled the old
brick to Dimock Street Yard and furnished all other materials
required in doing the work.

Elmo street, from Blue Hill avenue to Erie street, is about 800
feet in length. The contract for constructing the sidewalks
and regulating on this street was awarded to James Doherty
July 28, 1913. It is a 40-foot street with macadam roadway,
3-foot granite block gutters, flagging crosswalks, granite edge-
stone and 7-foot artificial stone sidewalks. The straight edge-
stone, flagging and paving blocks were furnished by the city
and hauled by the contractor. The circular edgestone was
furnished by the city on the line of the work. All other mate-
rials were furnished by the contractor. The sidewalks were
laid under a five (5) year maintenance guaranty.

Evelyn street, from Blue Hill avenue to Norfolk street, is about
900 feet in length. The contract for constructing the artificial
stone sidewalk and regulating was awarded to the Central Con-
struction Company May 15, 1913. The contract for construct-
ing the roadway was awarded to J. J. McCarthy Company July
28, 1913. It is a 40-foot street with a 6-inch tar macadam road-

182 City Document No. 26.

way, 3-foot granite block gutters, flagging crosswalks, granite
edgestone and 7-foot artificial stone sidewalks. The straight
edgestone, corners, flagging and paving blocks were furnished
by the city and hauled by the contractor. The circular edge-
stone was furnished by the city on the line of the work. The
sidewalk was laid under a five (5) year maintenance guaranty.
The surplus excavated material was hauled to Almont street
by the contractor.

Franklin street (easterly side), between Lincoln and Easton
streets, is about 736 feet in length and Alcott street (southerly
side), from Franklin- street about 100 feet easterly. The con-
tract for setting edgestone, paving gutters, furnishing and
laying artificial stone sidewalks on these streets was awarded
to John J. Lane August 11, 1913. The city furnished the
straight edgestone and corners at the South End Paving Yard,
Albany street, the flagging at the Brighton Paving Yard and
the circular edgestone on the line of the work. The granite
paving blocks were on the street. The contractor did the
excavating and the above work and furnished all other mate-
rials required to do the work. The artificial stone sidewalks
were laid under a five (5) year maintenance guaranty.

Germania street, from Boylston street to Bismarck street, is
about 709 feet in length. The contractor for grading the road-
way of this street and constructing 3-foot granite block gutters,
flagging crosswalks, granite edgestone and artificial stone side-
walks, 5 feet in width, was awarded to John McCourt & Co.
July 28, 1913. The circular edgestone was furnished by the
city on the line of the work. The straight edgestone and
flagging was furnished by the city at the South End Paving
Yard, Albany street, and hauled by the contractor. The
granite paving blocks were furnished at the Massachusetts
avenue lot, at Chestnut Hill avenue and at Dimock street lot,
and hauled by the contractor. The contractor furnished all
other materials. The artificial stone sidewalks were laid under
a five (5) year maintenance guaranty. The Paving Service
constructed a 6-inch tar macadam roadway in this street.

Greenwood street, from Elmo street to Erie street, is about 314
feet in length. The contract for constructing artificial stone
sidewalks and regulating edgestones and gutters was awarded
to James Doherty October 11, 1913. The sidewalks were laid
under a five (5) year maintenance guaranty.

Hoivard street, from Gerard street to Magazine street, is about
427 feet in length. The contract for constructing 3-foot granite
block gutters, flagging crosswalks, granite edgestone and brick
sidewalks was awarded to the Boston Paving Company June
3, 1913. The circular edgestone and the sidewalk brick were
furnished by the city on the line of the work. The straight
edgestone, corners and flagging were furnished by the city at
the South End Paving Yard and hauled by the contractor.
The granite blocks were furnished by the city at Ruggles,
Vernon and Marvin streets, and hauled by the contractor.
The other materials were furnished by the contractor.

Public Works Department. 183

Inwood street, from Olney street to Norton street, is about
418 feet in length. The contract for completing the artificial
stone sidewalks on this street was awarded Connolly & Diamond
October 9, 1913. The work consisted in removing the grass
plot along the curb and substituting artificial stone, laid under
a five (5) year maintenance guaranty. All materials were
furnished by the contractors.

Massachusetts avenue, westerly side, from the New England
Railroad Bridge to Columbia road, is about 2,410 feet in length.
The contract for setting edgestone, laying granite block gutters,
crosswalks and artificial stone sidewalks was awarded to
James Doherty July 10, 1913. The city furnished flagging and
corners at the South End Paving Yard, Albany street, and the
granite paving blocks and circular edgestone on the line of the
work. The contractor furnished the straight edgestone and
all other materials required to do the work. The sidewalks
were laid under a five (5) year maintenance guaranty.

Metropolitan avenue (southerly side), from Washington street
to Kittredge street, is about 678 feet in length. The contract
for constructing 3-foot granite block gutters, granite edgestone
and artificial stone sidewalks, 8 feet in width, was awarded to
the West Roxbury Trap Rock Company November 15, 1912.
The work done this year consisted in placing the artificial stone
walk which was laid under a five (5) year maintenance guaranty.
All materials were furnished by the contractor.

Milton avenue, from Norfolk street to Evans street, is about
1,512 feet in length. The contract for setting and resetting
edgestone, paving and repaving granite block gutters, removing
trees, furnishing and laying artificial stone sidewalks under
a five (5) year maintenance guaranty, was awarded to Fred S.
& A. D. Gore Corporation October 19, 1912. This is a 40-foot
street with 7-foot artificial stone sidewalks. The city furnished
the straight edgestone and flagging at the South End Paving
Yard, Albany street, and the second-hand paving blocks on
various streets under construction, and the circular edgestone
on the line of the work. The contractors furnished all other
materials required to do the work. The macadam roadway
was resurfaced by the Paving Service forces.

Mi not street, from Neponset avenue to Claremont street, is
about 2,186 feet in length. The contract for doing the work
was awarded to D. M. Biggs & Co. May 14, 1913. The con-
tractor set and reset edgestone, paved and repaved 3-foot
granite block gutters, laid flagging crosswalks and constructed
the artificial stone sidewalks, which vary from 7 to 9 feet in
width, under a five (5) year maintenance guaranty. The city
furnished the corners and flagging at the South End Paving
Yard, Albany street, and the circular edgestone on the line of
the work. The contractor furnished all other materials required
to do the work. The macadam roadway was resurfaced by the
Paving Service forces.

Minot street, from Charlemont street to Adams street, is
about 1,027 feet in length. The contract for doing the work on

184 City Document No. 26.

this street was awarded to D. M. Biggs & Co. July 28, 1913.
The contractor reset the edgestone, repaved the gutters, laid
and relaid the crosswalks and constructed the 7-foot artificial
stone sidewalks under a five (5) year maintenance guaranty.
The city furnished the flagging at the South End Paving Yard,
Albany street, and the new circular edgestone on the line of the
work. The contractor furnished all other materials required to
do the work. The macadam roadway was resurfaced by the
Paving Service forces.

Nightingale street, from Talbot avenue to Wales street, is
about 565 feet in length. The contract for constructing the
artificial stone sidewalks and regulating on this street was
awarded to Warren Brothers Company June 9, 1913. It is a
40-foot street with 3-foot granite block gutters, flagging cross-
walks, granite edgestone and 7-foot artificial stone sidewalks.
All new materials were furnished by the contractor. The
sidewalks were laid under a five (5) year maintenance guaranty.

Park street (westerly side) , from Clement avenue to Anawan
avenue, is about 1,158 feet in length. The contract for relaying
3-foot granite block gutters, flagging crosswalk, granite edge-
stone and constructing artificial stone sidewalks, 4^ feet in
width, and a seeded loam space was awarded the W. A. Murt-
feldt Company July 12, 1913. This contract was extended
to include relaying 3-foot granite gutters and constructing
flagging crosswalks, granite edgestones and artificial stone
sidewalks on the westerly side from March avenue to Centre
street, a distance of about 546 feet. The circular edgestone
was furnished by the city on the line of the work. The straight
edgestone and flagging were furnished by the city at the South
End Paving Yard, Albany street, and hauled by the contractor.
Old paving blocks were delivered to the contractor from Conway
street, and also hauled by the contractor to the Mt. Vernon
Street Yard. All other materials were furnished by the con-
tractor.

Pope's Hill street, from Neponset avenue to Freeport street,
is about 830 feet in length. The contract for constructing the
artificial stone sidewalk and regulating this street was awarded
to J. J. McCarthy Company June 27, 1913. It is a 50-foot
street with a macadam roadway, 3-foot granite block gutters,
flagging crosswalks, granite edgestone and 8-foot artificial stone
sidewalks. The straight edgestone, flagging and paving blocks
were furnished by the city and hauled by the contractor. The
circular edgestone was furnished by the city on the line of the
work. All other materials were furnished by the contractor.
The sidewalks were laid under a five (5) year maintenance
guaranty.

Rose street, from Harrison avenue to Albany street, is about
483 feet in length. A contract for surfacing the old macadam
surface with Taric Compound was awarded to the Independent
Coal Tar Company November 11, 1913. The contractors fur-

Public Works Department. 185

nished all the materials required to do the work. The contractor
guarantees to keep the surface in good repair for one year.

South street, from Robert street to Centre street, is about
2,560 feet in length. The contract for constructing 3-foot
granite block gutters, granite edgestone, flagging crosswalks
and artificial stone sidewalks was awarded Hugh J. McGuire
August 31, 1912. Work was begun September 20, 1912, and
suspended December 10, 1912. Work was resumed April 2,
1913, and completed May 12, 1913. The work this year has
consisted in laying artificial stone sidewalks on the northerly
side. The artificial stone sidewalk on the southerly side, from
Robert street to Walworth street, 5 feet wide, has a seeded
loam space 5 feet wide along the edgestone. From Walworth
street about 175 feet east of Centre street a 5-foot artificial
stone walk was laid next to the curb. From about 175 feet east
of Centre street a crushed stone sidewalk 7 feet in width was
laid. On the northerly side an artificial stone walk 9^ feet
wide was laid for a distance of about 60 feet east of Fletcher
street. From Fletcher street to Bradfield avenue a 5-foot
artificial stone walk was laid, with loam space next to curb,
from 5 to 7 feet in width. From Bradfield avenue to Ains worth
street an artificial stone walk 7 feet wide was laid with a loam
space from 5 to 11 feet in width next to curb. From Ainsworth
street about 186 feet east of Guernsey street an artificial stone
walk 5 feet wide was laid with loam space 5 feet wide next to
curb. From about 186 feet east of Guernsey street to about
257 feet west of Guernsey street an artificial stone sidewalk

5 feet wide was laid with loam space from 2 to 5 feet wide next
to curb. From about 257 feet west of Guernsey street to Centre
street a crushed stone sidewalk 8 feet in width was constructed.
The artificial stone sidewalks were laid under a five (5) year
maintenance guaranty. All materials were furnished by the
contractor.

Summer street, from B street to the State Viaduct, is about
368 feet in length. The contract for building a concrete wall
on the northerly side of the street was awarded to McCarthy

6 Walsh November 5, 1913. The contractors built a pile
bulkhead and tied it by iron rods to the old bulkhead back in
the street, and a 2-foot concrete wall was built around this
bulkhead, and a hard pine wooden fence was built on the wall.
The contractor did the excavating, removed the old plank walk
and furnished all the materials necessary to do the work.

Tremdnt street (northerly side), from St. Alphonsus street
about 350 feet easterly and St. Alphonsus street (easterly side),
from Tremont street to Smith street, 464 feet in length. The
contract for furnishing and laying artificial stone sidewalks in
these streets, under a five (5) year maintenance guaranty, was
awarded to John McCourt Company July 18, 1913. The con-
tractor did the excavating and furnished all the materials
necessary to do the work.

186 City Document No. 26.

Tremont street (easterly side), between Winter street and
Hamilton place, is about- 312 feet in length. A contract for
furnishing and laying artificial stone sidewalks in this street,
under a five (5) year maintenance guaranty, was awarded to
Warren Brothers Company September 10, 1913. The con-
tractor did the excavating and furnished all the materials
necessary to do the work. This work was necessitated by the
subway construction. There was considerable artificial stone
walk put in where the old brick walks were between Winter
and Boylston streets in connection with this contract.

Walnut avenue (easterly side), from Iffley road to beyond
Montebello road, is about 287 feet in length. A contract for
excavating and grading this street was awarded to John McCourt
& Co. June 13, 1913. The contractor did the cutting, which was
mostly rock, and furnished all materials required to do the work.

Walnut street, from Franklin street to Ericsson street, is
about 1,576 feet in length. The contract for constructing
artificial stone sidewalks and regulating on this street was
awarded to D. M. Biggs & Co. July 2, 1913. It is a 35-foot
street with a macadam roadway, 3-foot granite block gutters,
flagging crosswalks, granite edgestone and 6-foot artificial stone
sidewalks. The straight edgestone, corners, flagging and paving
blocks were furnished by the city and hauled by the contractor.
The circular edgestone was furnished by the city on the line of
the work. All other materials were furnished by the contractor.
The artificial stone sidewalk was laid under a five (5) year
maintenance guaranty. The old sidewalk bricks were hauled by
the contractor to the Codman Street Paving Yard, and the
surplus excavated material to Pope's Hill street.

Washington street, between State street and Boylston street,
is about 1,146 feet in length. The contract for furnishing and
laying artificial stone sidewalks was awarded to Warren Brothers
Company September 8, 1913. The contractor removed all the
old brick sidewalk remaining on this section of Washington
street and laid artificial stone sidewalks under a five (5) year
maintenance guaranty. The contractor did the excavating
and furnished all materials necessary to do the work.

Welles avenue (north side), from Talbot avenue to opposite
Hawley street, is about 600 feet in length. The contract for
constructing artificial stone sidewalks and regulating was
awarded to Robert Eager, Jr., May 26, 1913. The sidewalk
is 10 feet in width with a 6-foot artificial stone walk and a loam
space. The contractor furnished all the materials for the
artificial stone. The sidewalks were laid under a five (5) year
maintenance guaranty.

Westville street, from Geneva avenue to Draper street, is about
1,408 feet in length. The contract for constructing the side-
walks and regulating on this street was awarded to William J.
Rafferty Company August 15, 1913. It is a 40-foot street with
a macadam roadway, 3-foot granite block gutters, flagging
crosswalks, granite edgestone and artificial stone sidewalks.

Public Works Department. 187

The straight edgestone, flagging and paving blocks were fur-
nished by the city and hauled by the contractor. All other
materials were furnished by the contractor. The sidewalks
were laid Under a five (5) year maintenance guaranty. The
surplus excavation was hauled to the Mill street dump by the
contractor.

Winthrop street, from Blue Hill avenue to Brook avenue, is
about 332 feet in length. The contract for laying and relaying
3-foot granite block gutters, flagging crosswalks, setting and
resetting granite edgestone and constructing artificial stone
sidewalks, 6 to 7 feet in width, was awarded to James Doherty
October 28, 1912. The artificial stone sidewalks were laid
under a five (5) year maintenance guaranty. About 120
linear feet of artificial stone walk on the easterly side, about
50 feet north of Blue Hill avenue, was found in good condition
and allowed to remain. The straight edgestone was furnished
by the city at the South End Paving Yard, Albany street,
and hauled by the contractor. Circular edgestone was fur-
nished by the city on the line of the work. The granite blocks
were furnished by the city at Washington street, Dorchester,
and hauled by the contractor. All other materials were fur-
nished by the contractor.

Withington street, from Norfolk street to Torrey street, is
about 652 feet in length. The contract for completing the 3-foot
granite block gutters, flagging crosswalks, granite edgestones
and artificial stone sidewalks, 7 feet in width, was awarded to
W. A. Murtfeldt Company June 27, 1913. The circular edge-
stone was furnished by the city on the line of the work. The
straight edgestone and flagging were furnished by the city at
the South End Paving Yard, Albany street, and hauled by the
contractor. The granite paving blocks were furnished by the
city at the Massachusetts avenue lot and hauled by the con-
tractor. All the other materials were furnished by the con-
tractor. The artificial stone sidewalks were laid under a five
(5) year maintenance guaranty.

Woolson street, from Blue Hill avenue to Norfolk street, is
about 1,219 feet in length. The contract for constructing the
artificial stone sidewalks and regulating was awarded to the
Warren Brothers Company May 9, 1913. The contract for
constructing the roadway was awarded to J. J. McCarthy
July 28, 1913. It is a 40-foot street with a 6-inch tar macadam
roadway, 3-foot granite block gutters, flagging crosswalks,
granite edgestone and 7-foot artificial stone sidewalks. The
straight edgestone, corners, flagging and paving blocks were
furnished by the city and hauled by the contractor. The cir-
cular edgestone was furnished by the city on the line of the
work. The sidewalks were laid under a five (5) year mainte-
nance guaranty. The surplus excavated material was hauled
to Almont street by the contractor.

188

City Document No. 26.

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Public Works Department. 191

Financial Statement, Paving Service.

Maintenance.

Expenditures from February 1, 1913, to January
31, 1914 (gross) $1,392,468 22

Collected for work done and mate-
rials furnished different services,
departments, individuals and
companies, etc $17,621 09

Inspectors' services .... 5,071 50

22,692 59

Net expenditures $1,369,775 63

Special Appropriations.

Old Colony Avenue, Construction of.
Unexpended balance, February 1, 1913 . $16,053 51

Expenditures from February 1, 1913, to January
31, 1914 1,485 65

Unexpended balance, January 31, 1914 . . $14,567 86

Highways, making of $265,583 18

Arlington street extension * 318 33

Norfolk street, widening * 4,946 60

Union Park street * 8,852 47

Tunnel under railroad tracks between Boylston
and Green streets, Jamaica Plain (Lawndale

terrace) * 12,227 55

Harvard avenue, Brighton * 645 68

Pleasant street, widening * 26,415 58

Thacher street extension 180 67

Income.

Statement showing the amount of bills deposited
with the City Collector from February 1, 1913, to Jan-
uary 31, 1914, and credited to general revenue:

On account of edgestone and sidewalk assess-
ments $35,778 58

Stone from ledges (Chestnut Hill) . . 1,540 22

Permits . . . • 32,358 28

Junk, old materials, etc. 321 08

),998 16

* Laid out under chapter 393 of the Acts of 1906.

192 City Document No. 26.

Amount paid into the city treasury during the year:

On account of edgestone and sidewalk assess-
ments $28,292 87

Stone from ledges (Chestnut Hill) . . . 1,382 85

Permits 31,572 92

Sale of junk, old materials, etc. . . 816 96

$62,065 60

Public Works Department.

193

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194

City Document No. 26.

Schedule A.

Salary of division engineer (part of) ...

Salary of office clerks, stenographers and mes-
sengers

Salary of chief engineer ....

Salaries of assistant engineers (office work)

Salaries of permit office clerks

Salaries of permit office inspectors

Salaries of engineering inspectors (office work)

Salaries of inspectors on artificial stone sidewalks

Salaries of district inspectors .

Salary of medical inspector

Medical attendance on injured employees

Salary of chief veterinarian

Salary of inspector of horses .

Wages of weigher at Chestnut Hill ledge

Wages of weigher at Centre street ledge

Wages of weigher and watchmen at Dimock
street yard

Pensions paid to veterans of Civil War (retired)

Pensions paid to retired laborers .

Pay allowed injured employees

Holidays, not including holidays charged to street
accounts

Automobile expense, division engineer .

Gasolene, grease, etc. . . . $229 51

Repairs 206 20

New tires and tubes . . . 290 43

Repairing tires and tubes . . 13 65

Wages of chauffeur . . . 1,113 00

Supplies . . . . . 226 62

Automobile expense, chief engineer

Gasolene, grease, etc. . . . $297 09

Repairs 1,406 56

New tubes and tires . . . 320 55

Repairing tubes and tires . 19 85

Wages of chauffeur . . . 1,109 50

Supplies . • 127 84

Automobile expense, emergency car

Rambler runabout (new) . . $800 00

Gasolene, grease, etc. ... 1 84

Automobile expense, old emergency car

Repairs $461 28

Supplies 14 27

Gasolene ...... 57 92

Automobile repairs, permit clerk ....

Advertising (miscellaneous)

$1,250 00

1,480 84

3,000 00

11,460 39

8,216 29

10,530 15

5,700 83

4,675 30

6,158 85

1,000 00

10 20

3,000 00

1,016 01

707 25

552 00

2,980 50

11,876 12

14,548 40

947 25

44,406 55
2,079 41

3,281 39

801 84
533 47

100 94
12 40

Carried forward .

$140,326 38

Public Works Department.

195

36
70
02
70
40
52
00
20
46
16

Brought forward .
Newspapers, magazines, etc.
Printing ....
Postage ....
Stationery ....
Traveling expenses, car fares, etc. .
Engineering supplies and incidentals
Artificial stone sidewalks .

Rebates allowed to contractors .

Repairs made ....

Torrey street, Dorchester

Washington, at Torrey street

Union Park street ....

Brattle square ....

Washington street, Roxbury

Cliff street

Dana street

Tunnel, Roslindale

Market street, at cemetery .

Columbia road, at K street

Morton street ....

Dakota street ....

Kenwood street ....

Advertising

Asphalt and bitulithic pavements repaired

Temporary repairs, labor, materi-
als, etc

Engineering

Inspection

Engineering expense

Advertising

Amount paid to Barber Asphalt
Paving Company

Amount paid to Warren Brothers
Company, asphalt

Amount paid to Warren Brothers
Company, bitulithic repairs
New crosswalks, not included elsewhere

Fence repairs

Plank walk repairs .....
Edgestones, sidewalks and gutters, new, not in-
cluded elsewhere

Rent of land, etc

Taxes (net) •

Horses purchased and exchanged (net cost)

Buggies, carts and wagons, new

Expense of stables, including drivers, feeders,

fodder, horseshoeing, repairs to harnesses,

carts, etc $123,251 82

,411 42
2,825 46
115 02
171
254

43
245
140

47

72
275
152

56

75 43

178 03

4 10

85
40
89
10
50

343

1,731

9

4

100 17

24,672 80

1,293 72

$140,326 38

3 00

2,808 35

568 80

757 79

794 45

1,530 71

19,067 98

29,094 43

4,375 24

4,231 64

1,953 29

12,946 71

4,756 63

612 90

1,599 58

690 00

Carried forward

$123,251 82 $226,117 88

196

City Document No. 26.

Brought forward .... $123,251 82 $226,117 88
Amount earned by departmen ;

teams 93,428 24

29,823 58

466 00

909 76

142 44

1,968 82

Scarifier

Electric lighting, yards and stables

Gas lighting, yards and stables .

Fuel for heating yard buildings, offices and stables,

Electrical appliances, labor and stock, yards and
stables ....

Furniture, yards and stables

Rent of towels .

Stoves, pipes, grates, etc.

Telephone service

Derricks, repairing, etc. .

Dumping boat service

Oil for street lighting

Ice

Oatmeal ....

Signs, making and putting up

Numbering streets, salaries

Numbering streets, figures for

Tools, hardware, etc., new; cost of repairing, etc

Executions of courts and damages

Snow dumps

Scale repairs

Expenses of yards, including salaries of foremen
yardmen, watchmen, tool wagon, etc.

Repairing yard offices, stables, sheds, etc.

Painting buildings at North End Yard

Altering blacksmith shop, stable, heating plant
and steam roller shed at Brighton Paving Yard,

Repairing tar concrete sidewalks ....

Sanding icy and slippery streets ....

Sanitary Service, work done and material fur-
nished, not shown elsewhere ....

Sewer Service, work done and material furnished,
not shown elsewhere

Work done and material furnished, individuals,
corporations, etc

Work done and material furnished, Schoolhouse
Department

Work done and material furnished, Bridge Service,
not included elsewhere

Work done and material furnished, Water Serv-
ice, not included elsewhere

Carried forward

1,125 54

26 31

160 60

124 44

1,330 71

557 16

4 75

821 44

80 98

42 72

9,846 33

1,219 53

21 25

21,190 84

1,628 68

760 87

49 19

43,714 72

9,573 61

390 00

5,103 98

374 95

1,231 81

*253 53

2 2,494 34

3 721 11

4 48 14

5 165 22

6 341 78
. $362,833 01

1 $253.53 paid through City Collector.

2 $1,852.43 paid through City Collector.

3 $721.11 paid through City Collector and $14.40 withdrawn.

4 $23.94 paid through City Collector.
6 $165.22 paid through City Collector
6 $341.78 paid through City Collector.

Public Woeks Department.

197

00

68 31

4 50

25 01

Brought forward

Repairing culverts and building new culverts
Motor cycle expense

New Indian .

Repairs ....

Registration .

Gasolene, oil and supplies
Removal of gypsy moths
Making cases for Central Office
Catch-basins, marking locations

Teaming empty oil barrels, etc

Trimming and removing trees . . .

Services of constable

Photographs

Sundries

Grass seed

Cleaning streets after fire in Roxbury .

Fire extinguishers

Bandages

Membership in Association for Standard Specifi

cations

Columbus Day parade ....

Repairs to Traverse Street Subway

Scale repairs at Chestnut Hill avenue ledge

Scale repairs at Dimock Street Yard

Stock, materials .... $81,541 84

Stock, handling and teaming . . 18,454 09

$362,833 01
664 22

282 82

40 77

80 16
202 50

47 44

210 84

2 81

12 60

6 73

7 39
784 36
403 83

5 50

25 00

8 50
92 78

368 57
75 45

Less stock delivered on streets

,995 93
97,278 17

Steam rollers, amount earned . . $27,303 63
Steam rollers, cost of operating,

repairing, etc. .... 19,644 01

2,717 76
$368,873 04

7,659 62
$361,213 42

Street Work Done in Part by Contract and
Department Force and Charged to the Main-
tenance Appropriation.

Beacon street, between Massachusetts avenue and Raleigh street. Length*
1,526 linear feet. Area, 2,229 square yards. Wood block pavement
laid and relaid.

Engineering $32 62

Inspection 115 50

Engineering expense 25

Carried forward $148 37

198

City Document No. 26.

Brought forward $148 37

Amount paid to Central Construction Com-
pany, under contract:
9 cubic yards concrete base
furnished and laid @
$6.90 .... $62 10

750 square yards wood block
pavement furnished and
laid @ $3.27 . . . 2,452 50

Addition to contract:
1,479 square yards wood block
pavement (3§-inch
block) furnished and
laid @ $3.15 . . . 4,658 85

7,173 45

r,321 82

Armandine street, between Milton avenue and Washington street. Length,
1,398 linear feet. Area, 4,039 square yards. Edgestone set, block
gutters paved and artificial stone sidewalks constructed.

Engineering .

Inspection .

Engineering expense .

Labor, handling stock

Advertising .

Edgestone, 1,914 feet straight, 93 feet 3 inches

circular and 36 small corners
Flagging, 16 feet
Blocks, old granite, 29,690
Amount paid to Jeremiah J. McCarthy, under

contract :

$69 85
182 00

2 20
31 65

4 40

1,514 46

12 80

418 08

17 trees removed @ $10
22 cubic yards water box

excavation @ $1
27 cubic yards rock excava-
tion @ $4 .
1,890 linear feet straight edge-
stone and corners
hauled and set @ 28c,
71 linear feet circular edge-
stone set @ 15c.
592 linear feet existing edge-
stone reset @ 15c.
853 square yards granite
block paving hauled
and laid @ 75c. .
88 square yards existing
granite block paving
relaid @ 40c.
4 square yards flagging
crosswalks hauled and
laid @ $1 .
15,374 square feet artificial
stone sidewalks fur-
nished and laid @ 18c,
1,177 square feet artificial stone
driveways furnished
and laid @ 18c .
1 cover reset @ $3 .

Carried forward

$170 00

22 00

108 00

529 20
10 65
88 80

639 75

35 20

4 00

2,767 32

211 86
3 00

1,589 78 $2,235 44

Public Works Department. 199

52,235 44

Brought forward

$4,589 7

Extra work — Remove

existing edgestones and

construct driveways

where directed:

47 hours, foreman, @ 62|c,

29 38

99 1 hours, edgestone setter,

@ 62^0.

62 19

81 1 hours, stonecutter, @

62±c

50 94

298| hours, tender, @ 31 Jc. .

93 28

226 hours' labor @ 25c.

56 50

Plus 15 per cent on

$292.29

43 84

6 days, double team, @ $6,

36 00

If days, single team, @

$3.50 ....

5 25

139 linear feet edgestone

hauled @ 8c.

11 12

4,978 28

$7,213 72
Credit: Bricks, 7,500 .... 52 50

M61 22

Alcott street, southerly side, from Franklin street about 100 feet easterly.
Length, 100 linear feet. Area, 643 square feet. Edgestone set, block
gutters paved, flagging crosswalks laid and artificial stone sidewalks
constructed.

Inspection $10 50

Advertising 2 15

Amount paid to John J. Lane, under contract:
107 linear feet existing edgestone

reset @ 15c. ... $16 05

36 square yards existing gran-
ite block paving relaid @

35c 12 60

643 square feet artificial stone
sidewalks furnished and
laid @ 16c. ... 102 88

131 53

$144 18

Alban street, between Welles avenue and Ashmont street. Length, 1,358
linear feet. Area, 3,948 square yards. Edgestone reset, block gutters
repaved, flagging crosswalks relaid and artificial stone sidewalks con-
structed.

Engineering

Inspection

Engineering expense
Advertising .
Teaming

Edgestone, 3 feet 7 inches
Amount paid to James Doherty, under con-
tract :

1,852 linear feet existing edge-
stone reset © 13c. . $240 76
530 square yards existing
granite block paving
relaid @ 40c. . . 212 00

$47 78
45 50

2 20
4 00

3 00
1 25

Carried forward . . . $452 76 $103 73

200 City Document No. 26.

Brought forward . . . $452 76 $103 73

10,575 square feet artificial stone
sidewalks furnished
and laid @ 17*c. . . 1,824 19

1,042 square feet artificial stone
driveways furnished
and laid @ 17£c. . 179 75

Constructing dry well . 5 00

Extra work — Remove
trees where directed :
148 hours' labor @ 25c. . 37 00

Plus 15 per cent on $37 . 5 55

4 hours' double team @

68fc 2 75

Extra work — Regulate
Bradley head catch-
basin as directed:

6 hours, mason, @ 62^c. .

12 hours, tender, @ 25c. .

Plus 15 per cent on $6.75,

3 75
3 00
1 01

2,514 76
$2,618 49

40 80

Credit: Bricks, 2,400 .
Blocks, 1,200 .

$16 80
24 00

$2,577 69

Centre street, northerly side, between Allston street and Shawmut Branch
Railroad. Length, 300 linear feet. Reset edgestone, relayblock gut-
ters, relay flagging crosswalks and construct artificial stone sidewalks.
Engineering $8 17

Inspection

15

75

Engineering expense .

40

Edgestone, 136 feet 5 inches

52

16

Blocks, 1,650 old granite .

33

00

Labor, handling stock

IS

Amount paid to James Doherty, u

nder con-

tract:

136 linear feet straight edge-

stone hauled and set @

25c

$34 00

163 linear feet existing edge-

stone reset @ 12c.

19 56

45 square yards granite block

paving hauled and laid

@ 70c

31 50

58 square yards existing gran-

ite block paving relaid

@37c

21 46

1,913 square feet artificial stone

sidewalks furnished and

laid @ 15fc.

301 30

108 square feet artificial stone

driveways furnished

and laid @ 15fc. .

17 01

Extra work — Remove

tree where directed :

12 hours' labor @ 25c. .

3 00

Plus 15 per cent on $3

45

1 day, double team, @ $5.50,

5 50

433

78

$543 44

Public Works Department.

201

Blue Hill avenue, easterly side, from Washington street about 192 feet
southerly. Length, 220 linear feet. Reset edgestone, repave gutters
and construct artificial stone sidewalks.

Engineering

$22 06

Inspection

24 50

Engineering expense .

1 20

Advertising

3 90

Edgestone, 9 feet circular .

11 20

Teaming

3 00

Amount paid to Robert Eager,

Jr., under

contract:

12 linear feet circular edge-

stone set @ 00c. .

101 linear feet existing edge-

stone reset @ 10c.

$10 10

20 square yards existing

granite block paving

relaid © 40c.

8 00

3,130 square feet artificial stone

sidewalks furnished and

laid © 16c. .

500 80

518 90

$584 76

$123 07

245

00

3

30
89

2

10

31

89

12

00

Centre street, between Green and Keyes streets. Edgestone reset, existing
flagging crosswalks relaid, artificial stone sidewalks constructed and
roadway paved with bitulithic on a concrete base.
Engineering .
Inspection .
Engineering expense .
Labor, handling stock
Advertising .
Edgestone
Teaming

Amount paid to Warren Brothers Company,
under contract:
86 linear feet straight edge-
stone and corners
hauled and set @ 24c,
22 linear feet circular edge-
stone set @ 22c. .
2,245 linear feet existing edge-
stone reset @ 19c.
7 square yards existing
granite block paving
relaid, gravel joints,

@ 40c

176 square yards existing
granite block paving
relaid, pitch joints, in-
cluding concrete base,
© $1.85
4 square yards existing
flagging crosswalks re-
laid, gravel joints, ©

35c

206 square yards existing
flagging crosswalks re-
laid, pitch joints, in-
cluding concrete base,
©81.75

$20 64
4 84

426 55

2 80

325 60

1 40

360 50

Carried forward

L,142 33 $418 25

202 City Document No. 26.

Brought forward . . . $1,142 33 $418 25

4,776 square yards concrete
base and bitulithic
wearing surface fur-
nished and placed @
$2.63 .... 12,560 88
17,816 square feet artificial stone
sidewalks furn i s h e d
and laid @ 20c. . . 3,563 20

20 covers reset @ $3 . . 60 00

Extra work — Remove
concrete base already-
laid and lay new con-
crete base to conform
to new catch-basin at
engine house, Centre
street:

38 square yards old concrete
base removed and re-
placed with new con-
crete @ $1 . . m . 38 00
Extra work — Omit
granite block paving
for brows outside of
and between tracks
and substitute wood
block and bitulithic as
directed:
310 square yards wood block
pavement furnished
and laid @ $4.18 _ . 1,295 80
1,035 square yards bitulithic
wearing surface fur-
nished and laid @
$2.63 .... 2,722 05

$21,800 51
Credit: Old blocks, 30,610 612 20

21,382 26

$21,188 31

Bernard street, between Harvard and Kerwin streets. Length, 910 linear
feet. _ Area, 3,440 square feet. Set edgestone, pave gutters, relay
nagging crosswalks and construct artificial stone sidewalks.

Engineering

$37 15

Inspection

59 50

Engineering expense .

2 45

Advertising

4 00

Edgestone, 2 small corners

7 20

Amount paid to Thomas F. Hind,

Inc., under

contract :

4 cubic yards rock excava-

tion @ $3 .

$12 00

8 linear feet straight edge-

stone hauled and set

@23c. ...

1 38

1,542 linear feet existing edge-

stone reset @ 15c.

231 30

533 square yards existing

granite block paving

relaid @ 45 c.

239 85

Carried forward . . . $484 53 $110 30

Public Works Department. 203

Brought forward . . . $484 53 $110 30

3 square yards existing
nagging crosswalks re-
laid @ 50c. ... 1 50
1 square yard existing
brick sidewalk relaid
@ 30c. ... 30
11,119 square feet artificial
stone sidewalks fur-
nished and laid @ 16c, 1,779 04
81 square feet artificial
stone driveways fur-
nished and laid @ 16c, 12 96
3 covers reset @ $3, 9 00

2,287 33

$2,397 63

Chelsea South Bridge, from Scott's court to the draw. Length, 347 linear
feet. Iron fence reconstructed.

Inspection . $42 00

Amount paid to W. A. Snow Iron Works, Inc.,

under contract:
Repairing and restoring railing of bridge . 506 00

$548 00

Cohasset street, between Corinth and Albano streets. Length, 1,014
linear feet. Area, 9,939 square yards. Edgestone set, block gutters
paved and artificial stone sidewalks constructed.

Engineering

$20 47

Inspection

28 00

Engineering expense .

85

Advertising

3 70

Amount paid to Martino DeMatteo, under

contract :

165 linear feet existing edge-

stone reset @ 15c.

$24 75

59 square yards existing

granite block paving

relaid @ 40c.

23 60

9,939 square feet artificial

stone sidewalks fur-

nished and laid @ 16c,

1,590 24

2 covers reset @ $3 .

6 00

1,644 59

$1,697 61

Condor street, extending sidewalk at foot of Glendon street.
Amount paid to George T. Rendle as per agreement . . $138 00

Dennis street, between Dudley and Woodville streets. Edgestone set and
reset, block gutters paved and repaved, flagging crosswalks relaid
and artificial stone sidewalks constructed.

Engineering

$66 11

Inspection

47 25

Advertising

4 40

Engineering expense ....

2 60

Labor, handling stock

2 12

Blocks, 5,800, old granite .

116 00

$238 48

204 City Document No. 26.

Brought forward $238 48

Edgestone, 141 feet straight and 102 feet 1

inch circular 221 20

Amount paid to James Doherty, under con-
tract:
143 linear feet straight edge-
stone and corners
_ hauled and set @ 23c, $32 89

104 linear feet circular edge-

_ stone set @ 18c. . . 18 72

1,596 linear feet existing edge-
stone reset @ 14c. . 223 44

220 square yards granite block

paving hauled and laid

@ 60c 174 00

339 square yards existing
granite block paving
relaid @ 40c. . . 135 60

62 square yards existing flag-
ging crosswalks relaid

@ 50c 31 00

8 square yards existing brick

sidewalks relaid @ 30c, 2 40

9,565 square feet artificial stone
sidewalks furnished
and laid @ 17c . . 1,626 05

221 square feet artificial stone

driveways furnished

and laid @ 17c . . 37 57

Extra work — Reset

Bradley Head c a t c h-

basins to grade where

directed :

21 hours, mason, @ 62|c .

39 hours, helper, @ 25c

Plus 15 per cent on $22.88,

1^ barrels Portland cement

@ $1.85 ....

| double load sand @ $1.50,

13

13

9

75

3

43

2

78

50

$2,770 94
Credit: 22,000 paving bricks (old) ... 154 00

2,311 26

$2,616 94

Dorchester avenue, from Ralston street about 140 feet southerly. Length,
140 linear feet. Area, 498 square yards. Roadway paved with
wood block on a concrete base, edgestone reset, flagging crosswalks
relaid and brick sidewalks laid.

Engineering .
Engineering expense
Advertising .
Bricks, 2,200, old
Flagging, 6 feet .
Amount paid to Coleman Brothers, under
contract:

308 linear feet existing edge-
stone reset @ 16c . $49 28
64 square yards existing
granite block paving
relaid, gravel joints, @
60c 38 40

$10 38
1 20

3 90
15 40

4 80

Carried forward ... $87 68 $35 68

Public Works Department. 205

Brought forward . . _ . $87 68 $35 68

8 square yards existing

granite block paving

relaid, pitch joints,

including concrete base,

13 square yards existing
flagging crosswalks
relaid, gravel joints, @

16 00

13 00

1 square yard flagging cross-

walks hauled and laid,
pitch joints, including
concrete base, @ $2 . 2 00

10 square yards existing flag-
ging crosswalks relaid,
pitch joints, including
concrete base, @ $1.80, 18 00

402 square yards wood
block pavement fur-
nished and laid @ $3.90, 1,567 80

320 square yards existing
brick sidewalks relaid
© 35c

2 catch-basins reset @ $3,

Credit: Old granite blocks

112 00
6 00

1,822 48

$1,858 16
103 00

Dorchester avenue, east side, between Belfort and St. William streets.
Length, 174 linear feet. Area, 1,398 square feet. Edgestone set,
block gutters paved and artificial stone sidewalks constructed.

Engineering

$15 52

Inspection .

38 50

Engineering expense

95

Advertising

4 60

Edgestone, 9 feet 5 inches circular

11 30

Amount paid to William J. Rafferty Com-

pany, under contract:

10 linear feet circular edge-

stone set @ 30c. . . $3 00

13 linear feet existing edge-

stone reset @ 18c. . 2 34

3 square yards existing

granite block paving

relaid @ 50c. . 1 50

1,398 square feet artificial stone

sidewalks furnished and

laid @ 17c. ... 237 66

244 50

$315 37

Dudley street, between Washington street and Harrison avenue. Length,
380 linear feet. Area, 5,615 square feet. Artificial stone sidewalks
constructed.

Engineering $42 23

Inspection ........ 52 50

Advertising 4 20

Engineering expense 5 90

Carried forward $104 83

206

City Document No. 26.

Brought forward ....
Labor, handling stock
Edgestone, 35 feet 10 inches
Amount paid to Robert Eager, Jr.,
contract :

26 linear feet straight edge-
stone hauled and set @
30c. . . . .
102 linear feet existing edge-
stone reset @ 15c.
5,615 square feet artificial stone
sidewalks furnished and
laid @ 16c. .
Extra work — Furnish
and lay artificial stone
sidewalk and regulate
Warren street (westerly-
side), from Dudley-
street to Zeigler street:
237 linear feet existing edge-
stone reset @ 15c.

1 square yard existing brick

sidewalks relaid @ 35c,
2,063 square feet artificial stone
sidewalks furnished and
laid @ 16c. .
Extra work — Break out
and remove concrete as
directed :

2 hours, mason, @ 62|c.
6 hours, tender, @ 31|c.

14 hours' labor @ 25c. .
Plus 15 per cent on $6.63 .

Credit: 10,800 old bricks

under

$7 80
15 30

898 40

35 55
35

330 08

$104 83

39

25 08

1 25

1 88

3 50

99

1,295 10

$1,425 40
75 60
$1,349 80

traight, 5 feet

Elmo street, between Blue Hill avenue and Erie street. Length, 800 linear
feet. Area, 2,311 square yards. Edgestone set, block gutters
paved, flagging crosswalks laid and artificial stone sidewalks con-
structed.

Engineering

Inspection

Advertising .

Engineering expense .

Labor, handling stock

Edgestone, 20 feet 11 inches s
inches circular .

Flagging, 162 feet 10 inches

Teaming ....

Labor, stone cutter

Blocks

Amount paid to James Doherty, under
contract:

33 cubic yards rock excava-
tion @ $5 . . . $165 00
9 linear feet circular edge-
stone set @ 17c. . 1 53

$68 54

71 75

4 10

3 55

2 52

17 65

127 01

7 50

1 50

8 00

Carried forward

$166 53

$312 12

Public Works Department.

207

Brought forward

$166 53

$312 12

1,091 linear feet existing edge- •

stone reset @ 13c.

141 83

505 square yards existing gran-

ite block paving relaid

@40c. . . . .

202 00

33 square yards flagging

crosswalks hauled and

laid @ 80c. .

26 40

6,248 square feet artificial stone

sidewalks furnished and

laid @ 17|c. .

1,077 78

68 square feet artificial stone

driveways furnished and

laid@17ic. .

11 73

1,626 27

$1,938 39

Credit: 2 corners

3 60

$1,934 79

Conway street, between South and Fairview streets. Length, 802 linear
feet. Area, 9,556 square feet. Artificial stone sidewalks constructed,
edgestone reset, block paving relaid.

Engineering

$34 34

Inspection

129 50

Engineering expense .

1 35

Advertising

2 10

Handling stock ....

18

Blocks, old granite, 19,310

386 20

Edgestone, 5 feet 4 inches straight,

31 feet 8

inches circular and 2 small corner

3

48 02

Amount paid to Martino De

Matteo, under contract:

12 linear feet straight edge-

stone and corners hauled

and set @ 35c.

$4 20

26 linear feet circular edge-

stone set @ 15c.

3 90

1,534 linear feet existing edge-

stone reset @ 13c.

199 42

494 square yards granite block

paving hauled and laid

@ 70c. ...

345 80

17 square yards existing gran-

ite block paving relaid

@ 35c. ...

5 95

9,392 square feet artificial stone

sidewalks furnished and

laid @ 17|c. .

1,643 60

164 square feet artificial stone

driveways furnished and

laid @ 19c. .

31 16

Extra work — Reset

Bradley-Head catch-

basin frames where di-

rected @ $5 .

15 00

2,249 03

$2,850 72

* See Fairview street, done in connection with this street.

208 City Document No. 26.

* Fairview street, southerly side, from Conway street about 350 feet easterly.
Length, 350 linear feet. Area, 2,184 square feet. Artificial stone
sidewalks constructed, edgestone reset, block paving relaid.

Advertising $2 10

Amount paid to Martino De Matteo, under
contract :
6 linear feet circular edge-
stone set @ 15c. . . $0 90
354 linear feet existing edge-
stone reset @ 13c. . 46 02
112 square yards granite block
paving hauled and laid
@ 70c. . . _ . . 78 40
20 square yards existing gran-
ite block paving relaid

@ 35c 7 00

2,128 square feet artificial stone
sidewalks furnished and
laid @ 17|c. ... • 372 40

56 square feet artificial stone
driveways furnished and
laid @ 19c. ... 10 64

Extra work — Reset
Bradley-Head catch-
basin frames:
1 catch-basin frame reset @

$5 5 00

520 36

$522 46

Exchange street, from State street about 174 feet northerly. Length, 335
linear feet. Area, 593 square yards. Edgestone reset, roadway paved
with wood block on a concrete base in part and balance paved with
granite block on a concrete base.
Engineering $13 09

Inspection

Engineering expense .
Advertising .
Labor, handling stock
Flagging, 42 feet 9 inches
Bricks, 1,000

Edgestone, 8 feet 6 inches
Amount paid to Central Construction Com-
pany, under contract:
8| linear feet straight edge-
stone hauled and set @

40c S3 40

153 linear feet existing edge-
stone reset @ 30c. . 45 90
57 square yards existing gran-
ite block paving relaid,
pitch joints, @ $1.49 . 84 93
12 square yards fl a g g i n g
crosswalks hauled and
laid, pitch joints, @
$1.75 .... 21 00
6| square yards wood block
pavement furnished and
laid @ $4.96 ... 32 24

50 31
45

4 00
95

33 36
13 00

5 61

Carried forward . . . $187 47 $120 77

*See Conway street, done in connection with this street.

Public Works Department.

209

Brought forward
2 covers reset @ $3 .
Extra work — Furnish
and lay wood block
pavement with lath
joints, as directed, be-
tween 174 feet north of
State street and Dock
square:
236 square yards wood block
pavement furnished and
laid, lath joints, @
$5.06 ....
Extra work — Remove
wood blocks for a dis-
tance of 160 feet north
from State street and
substitute granite
blocks on a concrete
base with pitch and
pebble joints:
288.4 square yards granite block
paving laid on a con-
crete base with pitch
and pebble joints @
$2.98 ....
Allowance for delay under
Article 8 of contract :
5 hours, foreman, @ 65c.
60 hours, double team, @

75c.
60 hours' labor @ 25c. .
8 hours, paver, @ $1 .
4 hours, rammer, @ 35c.
Plus 15 per cent on $72.65

Deduct because of viola-
tion of terms of injunc-
tion by officials of city,

Credit: Blocks, old granite, 7,975

$1S7 47
6 00

$120 77

1,194 16

859 43

3 25

45 00

15 00

8 00

1 40

10 90

2,330 61
150 00

2,180 61

52,301 38
159 50

!,141

Evelyn street, between Blue Hill avenue and Norfolk street. Length, 901
linear feet. Area, 2,603 square yards. Edgestone set, block gutters
paved, flagging crosswalks laid and artificial stone sidewalks
constructed.

Engineering .

Inspection

Engineering expense .

Advertising .

Labor, handling stock

Labor, tallying blocks

Flagging, 55 feet

Blocks, old granite

Edgestone, 1,344 feet 10 inches straight, 10
feet 3 J inches circular and 10 small corners,

$55 37

115

50

1

20

6

20

83

29

(12

44

00

32

70

1,093

05

Carried forward

1,378 47

210 City Document No. 26.

Brought forward . «i o~o „.,

Teaming . ■■••... $1,3/8 47

Amount paid to Central Construction Com- 2 8?

pany, under contract :

Removing trees, bushes,
stumps, etc. . $10 00

41 cubic yards rock excava-
tion @ $3 190 m
1,359 linear feet straight edge!
stone and corners
hauled and set @ 25c 339 75
10 linear feet circular edge-
stone set @ 25c. . 2 50
49 linear feet existing edge-

stone reset @ 25c. 12 25

467 square yards granite block
paving hauled and laid
@ $1 . . . 427 QQ

14 square yards existing
granite block paving re-
laid @ 40c. . c 60
12 square yards nagging
crosswalks hauled and
laid @ 65c. . 7 so
12 square yards existing
flagging crosswalks re-
laid @ 40c. . 4 on
8,325 square feet artificial stone
sidewalks furnished and
laid @ 15c. . 1 24s 7*
292 square feet artificial stone
driveways furnished and
laid @ 16c. . 46 7?
2 covers reset @ S3 . .' q 00
Extra work — Regulate
catch-basins over 6
inches:
4 hours, mason, @ 70c. 2 80
4 hours, stonecutter, (&

62§c. ...
4 hours, tender, @ 31 Jc.
Plus 15 per cent on $6.55
150 bricks @ $13 per M.
2 bags Portland cement (5
50c.

2

50

1

25

98

1

9.5

1

00

t 1 0,0 , 82,284 65

Less 1,343 feet 10 inches

straight edgestone

hauled by city @ 5c. . 67 19

2,217 46
$3,598 SO

^^mef/fee^^ATa^of11 ^^ ^ N°rfolk street' length, 901
constructed ' '6°3 "^ y&rds 6~mch tar macadam roadway

A TonTrlSf t0 Jeremkh J- McCartty Company, under
365 cubic yards earth excavation @ 75c. $273 7*5

76 square yards existing granite block

paving relaid @ 50c. .... 3S 0Q

Carried forward

LI 75

Public Works Department.

211

Brought forward $311 75

1,956 square yards tar macadam surface fur-
nished and placed @ 79c. . . 1,545 24
8 covers reset @ $3 24 00

$1,880 99

Franklin street, easterly side, between Lincoln and Easton streets. Length,
736 linear feet. Area, 4,197 square feet. Edgestone set, block
gutters paved, flagging crosswalks laid and artificial stone sidewalks
constructed.

Engineering

$25 59

Inspection

52 50

Engineering expense .

55

Advertising

2 15

Labor, handling stock

8 04

Flagging, 31 feet

11 16

Edgestone, 482 feet 5 inches straigl

it, 45 feet

4§ inches circular and 6 small corn(

jrs .

389 05

Amount paid to John J. Lane, under

contract :

456 linear feet straight edge-

stone hauled and set @

25c

$114 00

47 linear feet circular edge-

stone set @ 20c. .

9 40

178 linear feet existing edge-

stone reset @ 15c.

26 70

246 square yards existing

granite block paving re-

laid @ 35c. .

86 10

7 square yards flagging

crosswalks hauled and

laid © $1 . .

7 00

21 square yards existing flag-

ging crosswalks relaid @

50c. ...

10 50

3,978 square feet artificial stone

sidewalks furnished and

laid @ 16c. .

636 48

219 square feet artificial stone

driveways furnished and

laid @ 16c. .

35 04

3 covers reset @ $3 .

9 00

934 22

$1,423 26

Fulton street, between Richmond and Lewis streets. Length, 525 linear
feet. Area, 2,169 square yards. Roadway paved with old granite
blocks on a concrete base, edgestone set, flagging crosswalks laid and
brick sidewalks relaid.

Engineering .

Inspection

Engineering expense .

Advertising .

Labor, handling stock

Labor, tallying blocks

Teaming

Bricks, 17,000 .

Edgestone, 63 feet straight, 18 feet 10 inches
circular and 2 small corners

Flagging, 63 feet 1 inch

126

01

1

10

4

10

3

20

8

50

39

60

221

00

63

81

113

58

Carried forward

$646 88

212 City Document No. 26.

Carried forward $646 88

Templets 8 59

Blocks, 4,120, old granite 82 40

Amount paid to Boston Paving Company,
under contract:
63 linear feet straight edge-
stone and corners
hauled and set @ 21c, $13 23

19 linear feet circular edge-
stone set @ 13c. . 2 47
933 linear feet existing edge-
stone reset @ 13c. . 121 29
225 square yards existing gran-
ite block paving relaid,
gravel joints, @ 45c. . 101 25
1,867 square yards existing gran-
ite block paving relaid,
pitch joints, including
concrete base, @ $1.73, 3,229 91
39 square yards existing flag-
ging crosswalks relaid,
gravel joints, @ 50c. . 19 50
36 square yards flagging
crosswalks hauled and
laid, pitch joints, includ-
ing concrete base, @ $2, 72 00
2 square yards existing flag-
ging crosswalks relaid,
pitch joints, including
concrete base, @$1.73 . 3 46
636 square yards existing brick

sidewalks relaid @ 29c, 184 44

9 covers reset © $3 . . 27 00

Extra work — Perform
Sunday work as
directed :
225 square yards existing gran-
ite block paving relaid,
gravel joints, @ 17c . 38 25

491 square yards existing gran-
ite block paving relaid,
pitch joints, @ 30c . 147 30

39 square yards existing flag-
ging crosswalks relaid,
gravel joints, @ 17c . 6 63

Extra work — Repave on
existing concrete base
where directed:
23 square yards existing gran-
ite block paving relaid,
pitch joints, @ 90c . 20 70

2 square yards existing flag-
ging crosswalks relaid,
pitch joints, @ 90c . 1 80

3,989 23
$4,727 10

Germania street, between Boylston and Bismarck streets. Length, 709 linear
feet. Area, 1,576 square yards. Rough grade roadway, set edgestone,
block gutters paved, flagging crosswalks laid, brick sidewalks relaid

Public Works Department.

213

$325 40
213 00

242 00
8 64

14 56

330 00

21 00

64 00

7 50
12 95

690 34

23 04

Less 15 per cent retained,

2,152 43
322 86

$90 47
105 00
2 15
4 20
231 46
264 50

832 81
383 67

227 54
149 00

18 90

228 34
32 59

and artificial stone sidewalks constructed, 1,018 square yards tar
macadam roadway resurfaced, 7 inches deep.
Engineering ....
Inspection ....
Engineering expense .
Advertising ....
Flagging, 296 feet 9 inches
Blocks, 13,225, old granite
Edgestone, 1,076 feet straight, 16 small

ners and 54 feet 5 inches circular
Crushed stone, 333.6 tons .
Tarite, 2,758 gallons ....

Steam roller

Labor, handling stock

Labor, employees, spreading macadam

Teaming

Amount paid to John McCourt & Co., under
contract :

710 cubic yards earth excava-
tion @ 74c. .
71 cubic yards rock excava-
tion @ $3
1,100 linear feet straight edge-
stone and corners
hauled and set @ 22c. .
48 linear feet circular edge-
stone set @ 18c. .
91 linear feet existing edge-
stone reset @ 16c.
440 square yards granite block
paving hauled and laid
@ 75c. .....

42 square yards existing gran-
ite block paving relaid

@ 50c

64 square yards flagging
crosswalks hauled and
laid @ $1 . .
10 square yards existing flag-
ging crosswalks relaid
@ 75c. . . . .
37 square yards existing brick
sidewalks relaid @ 35c,
4,931 square feet artificial stone
sidewalks furnished and
laid @ 14c. .
128 square feet artificial stone
driveways furnished and
laid @ 18c. .

1,829 57

$4,400 20

Greenwood street, between Elmo and Erie streets. Length, 200 linear feet.
Edgestone reset, gutters repaved and artificial stone sidewalks con-
structed.

Engineering $3 57

Inspection 3 50

Carried forward

$7 07

214

City Document No. 26.

Brought forward

$7 07

Advertising

4 00

Engineering expense

20

Amount paid to James Doherty, under

contract :

66 linear feet existing edge-

stone reset @ 17c. . $11 22

15 square yards existing gran-

ite block paving relaid

@ 45c 6 75

2,119 square feet artificial stone

sidewalks furnished and

laid @ 18c. ... 381 42

399 39

$410 66

Hancock Street Paving Yard. Wooden steps constructed.

Engineering

$24 66

Inspection

28 00

Advertising

4 30

Labor

12 00

Teaming

10 25

Amount paid to Thomas H. Hanlon, under

contract:

Building wood steps as per contract

971 00

$1,050 21

Hayward place, between Washington street and Harrison avenue. Length,
268 linear feet. Area, 565 square yards. Concrete base built up and
roadway resurfaced with asphalt and bituminous binder.

Engineering

$9 76

Inspection

14 00

Engineering expense .

10

Advertising

4 00

Amount paid to Boston Paving

Company,

under contract:

65 cubic yards concrete base

furnished and laid @

$8.25

$536 25

10 square yards existing granite

block paving relaid, pitch

joints, @ $1.15 .

11 50

565 square yards bituminous

concrete binder and

asphalt wearing surface

furnished and laid @

$2.05

1,158 25

1 cover reset @ $3 .

3 00

1,709 00

$1,736 86

Hollander street, from Humboldt avenue about 200 feet westerly. Length,
250 linear feet. Area, 2,254 square feet. Edgestone set, block gutters
paved and artificial stone sidewalks constructed :

Engineering

Inspection

Engineering expense ....

Edgestone, 12 feet 6 inches circular

Labor employees, macadam excavation

Labor employees, macadam spreading

$11

03

14

(JO

45

15

00

509

62

186

78

Carried forward

$737 48

Public Works Department.

215

$737 48

217 00

95

34

12

50

5

96

IS

461

72

247 58

Brought forward
Teaming

Steam roller, rolling .
Steam roller, picking .
Labor, street cleaning
Crushed stone, 401.49 tons
Tarite, 3,001 gallons
Amount paid to William J. Rafferty Company,
under contract:
13.4 cubic yards rock excava-
tion @ $5 .
12 linear feet circular edge-
stone set @ 30c. .
331 linear feet existing edge-
stone reset @ 18c.
170 square yards existing gran-
ite block paving relaid

@50c

2,254 square feet artificial stone
sidewalks furnished and
laid @ 17c. .

$67 00
3 60

59 58

85 00

383 18

598 36

?,375 94

$23 24

84

00

1

45

4

30

16

33

679

15

117

52

384 80

251

00

Howard street, between Gerard and Magazine streets. Length, 427 feet.
Area, 285 square yards. Edgestone set, gutters paved, flagging
crosswalks laid and brick sidewalks laid.
Engineering .
Inspection

Engineering expense .
Advertising .
Labor, handling stock
Edgestone, 895 feet 1 inch straight, 10 small

corners, 37 feet 5 inches circular
Flagging, 150 feet 8 inches
Bricks, 29,600 ....

Blocks, 12,550, old granite

Amount paid to Boston Paving Company,

under contract:
921 linear feet straight edge-
stone and corners hauled
and set @ 33c. . . . $303 93

38 linear feet circular edgestone

set @ 20c. ... 7 60

41 linear feet existing edge-
stone reset @ 15c. . . 6 15
372 square yards granite block
paving hauled and laid @
70c. . ..... • 260 40

74 square yards existing gran-
ite block paving relaid @
50c. ..... 37 00

32 square yards flagging cross-
walks hauled and laid @
$1 .... . 32 00

630 square yards brick side-
walks laid @ 50c. . . 315 00
16 square yards existing brick

sidewalks laid @ 50c. . 8 00

4 covers reset @ $3 . . 12 00

982 08

!,543 84

216

City Document No. 26.

Inwood street, between Olney and Norton streets. Length, 418 linear feet.
Area, 2,000 square feet. Construct artificial stone sidewalks.

Inspection $6 69

Engineering expense 60

Advertising . 4 00

Amount paid to Connolly & Diamond, under

contract :
2,000 square feet artificial stone
sidewalks furnished and
laid @ 17c. . . . $340 00

Extra work — Remove
existing artificial stone
sidewalk around hy-
drant and replace with
new artificial stone:
\ day, finisher, @ $5 . . 2 50

1 day's labor @ $2 2 00

\ day, watchman, @ $2 . 1 00

Plus 15 per cent on $5.50, 83

\\ barrels cement @ $1.60 . 2 40

\ day, double team, @

$5.50 .... 2 75

9 cubic feet crushed stone

@ 8c 72

9 cubic feet sand @ 5c. . 45

L street. Rebuilt cap of bulkhead.
Labor, employees on filling
Labor, employees on bulkhead
Labor, employees resetting edgestone
Labor, employees repaving roadway
Labor, employees, crushed stone walks
Teaming
Gravel .
Lumber
Nails _ .
Advertising
Amount paid to Lawler Brothers, building

bulkhead :
Contract price .... $3,773 00
Less amount paid in 1912 . . 1,268 20

352 65

Amount paid to Lawler Brothers for repairing
cap of bulkhead

Amount paid to W. H. Ellis, rebuilding cap of
bulkhead . . .

14

38 00
17 25
15 00
15 50
66 00

1 75
37 50

2 68

3 50

2,504 80
300 00
595 00

$363 94

1,025 12

Marvin street, between Washington street and Shawmut avenue. Length,
264 linear feet. Area, 576 square yards. Roadway paved with wood
block on a concrete base, edgestone set, flagging crosswalks laid and
artificial stone sidewalks constructed.

Engineering

$10 27

Inspection

42 00

Engineering expense .

65

Advertising .

3 43

Labor, handling stock

1 06

Edgestone, 70 feet 5 inches

49 29

Carried forward . . . .

$106 70

Public Works Department. 217

Brought forward $106 70

Amount paid the Boston Paving Company,
under contract:
70 linear feet straight edge-
stone hauled and set @

25c $17 50

472 linear feet existing edge-
stone reset @ 15c. . 70 SO
33 square yards existing gran-
ite block paving relaid,
gravel joints, @ 50c. . 16 50
6 square yards existing
granite block paving re-
laid, pitch joints, includ-
ing concrete base, @ $2, 12 00
14 square yards existing
flagging crosswalks re-
laid, pitch joints, includ-
ing concrete base, @ $2, 28 00
562 square yards wood block
pavement furnished and
laid @ $3.69 . . . 2,073 78
6 square yards existing brick

sidewalks relaid @ 30c, 1 80

2,195 square feet artificial stone
sidewalks furnished and

laid @ 18c. .
2 covers reset @ $3 .

395 10
6 00

2,621 48

$2,728 18

124 10

Credit: Bricks, 1,300, old .
Blocks, 5,750, old

$9 10
115 00

Massachusetts avenue (westerly side), between New England Railroad
Bridge and Columbia road. Length, 2,410 linear feet. Area, 24,713
square feet. Edgestone set, block gutters paved, flagging crosswalks
laid and artificial stone sidewalks constructed.

Engineering

Inspection

$47 38

73 50

1 13

5 60

4 10

Labor, handling stock

Engineering expense .

Advertising .

Edgestone, 5 feet 3 inches straight, 2 large

corners and 31 feet 5 inches circular . . 53 37

Flagging, 70 feet 8 inches 55 12

Amount paid to James Doherty, under con-
tract:

242 linear feet existing edge-
stone reset @ 14c. . $33 88
834 square yards existing
granite block paving
relaid @ 38c. . . 316 92
15 square yards flagging
crosswalks hauled and
laid @ 75c. ... 11 25
24,712 square feet artificial stone
sidewalks fur-
nished and laid @ 16c, 3,953 92

Carried forward . . . $4,315 97 $240 20

218 City Document No. 26.

Brought forward . . . $4,315 97 $240 20

8 catch-basin frames reset

@ $3 . 24 00

Extra work — Omit the
hauling and setting of
straight edgestone and
substitute the furnish-
ing and setting of the
same:
2,010 linear feet straight edge-
stone furnished and set

@ 90c 1,809 00

Extra work — Set cir-
cular edgestones and
corners where di-
rected :
41 linear feet circular edge-
stone and corners set

© 15c 6 15

6,155 12

$6,395 32
Credit: Blocks, 4,825, old 96 50

3,298 82

Metropolitan avenue, southerly side, between Washington and Kittredge
streets. Edgestone set, block gutters paved and artificial stone side-
walks constructed.

Engineering $12 88

Inspection 35 00

Engineering expense 40

Lumber 98 91

Teaming 10 74

Amount paid to West Roxbury Trap Rock
Company, under contract:
3f cubic yards water-box ex-
cavation @ $1 . . $3 67
If cubic yards rock excava-
tion @ $1 . . 1 33
671 linear feet straight edge-
stone hauled and set @
50c. . . . . 335 50
22 linear feet circular edge-
stone set @ 25c. . . 5 50
234 square yards granite block
paving hauled and laid
@ $1.45 .... 339 30
4,930 square feet artificial stone
sidewalks furnished and
laid @ 20c. ... 986 00

$1,671 30
Less amount paid in 1912, 860 67

810 63

$968 56
Credit: Edgestone 7 40

$961 16

Public Works Department. 219

Morton street, between Harvard street to Canterbury street. Length, 211
linear feet. Area, 4,523 square yards. Filling from Washington
street, Dorchester, and from Sewer Division placed. (Filling unfin-
ished.)

Engineering

Inspection

Teaming

Gravel filling, 4,728 cubic yards

Engineering expense .

Labor employees, spreading filling

Credit: Blocks, old granite

605

00

5

87

3,114

00

1

10

1,051

75

$4,817

10

25 00

,792 10

Milton avenue, between Norfolk and Evans streets. Length, 1,512 linear
feet. Area, 16,525 square feet. Trees removed, edgestone set, block
gutters paved and artificial stone sidewalks constructed.

Engineering

$136 07

Inspection

199 50

Engineering expense .

4 00

Labor, handling stock

28 83

Flagging, 56 feet 4 inches .

45 07

Edgestone, 1,728 feet 5 inches straight, 4 small

corners, 89 feet 11 inches circular

1,264 00

Blocks, 24,270 old granite

491 27

Amount paid to Fred S. and A. D.

Gore Cor-

poration, under contract:

8 trees removed @ 823

$184 00

1,726 linear feet straight edge-

stone hauled and set @

23c. . .

396 98

94 linear feet circular edge-

stone set @ 13c.

12 22

781 linear feet existing edge-

stone reset @ 13c.

101 53

590 square yards granite

block paving hauled

and laid @ 63c.

371 70

262 square yards existing

granite block paving

relaid @ 43c.

112 66

12 square yards flagging

crosswalks hauled and

laid @ 95c. .

11 40

16,524 square feet artificial stone

sidewalks furnished

and laid @ 15c. .

2,478 60

215 square feet artificial stone

driveways furnished

and laid @ 15c. .

32 25

3,701 34

5,870 08

Minot street, between Charlemont and Adams streets. Length, 1,027
linear feet. Area, 12,158 square yards. Edgestone reset, block gut-
ters repaved, flagging crosswalks laid and artificial stone sidewalks
constructed.

Engineering $83 29

Inspection 49 00

Carried forward $132 29

220

City Document No. 26.

Brought forward
Advertising .
Labor, handling stock
Flagging, 451 feet 8 inches
Edgestone, 81 feet 2| inches
Engineering expense .
Amount paid to D. M. Biggs
Company, under contract:
82 linear feet circular edge-
stone set @ 17c.
1,843 linear feet existing edge-
stone reset @ 13c.
694 square yards existing
granite block paving
relaid @ 40c.
98 square yards flagging
crosswalks hauled and
laid @ 90c. .
4 square yards existing
flagging crosswalks re-
laid @ 45c. .
12,080 square feet artificial stone
sidewalks furnished and
laid @ 16|c.
78 square feet artificial stone
driveways furnished
and laid @ 16|c.
6 covers reset @ $3 .
Extra work — Remove
driveway :
4 hours, edgestone setter,
@62±c.
12 hours, helper, @ 31 Jc. .
Plus 15 per cent on $6.25,
Extra work — Remove
trees, roots, etc., as
directed :
40 hours, foreman, @ 62*c,
418 hours' labor, @ 25c.

Plus 15 per cent on
$129.50
16 hours, double team, (d),

75c. . . .'
64 hours' single team, @

43|c. ...
4 hours, auto truck, @ $4,
7 hours, filling furnished @
$1.80 .

Credit: 68 feet edgestone, old

$13 94
239 59

277 60

88 20

1 80

1,963 00

12 68
18 00

2 50

3 75
94

25 00
104 50

19 43

12 00

28 00
16 00

12 60

$132 29
4 00
6 67

359 45

97 45

2 00

2,839 53

13,441 39
23 80

5,41759

Mznot street between Neponset avenue and Charlemont street, Length,
-mS fhWfc J5£ Area 26,603 square yards. Edgestone set and
Srilft Paned and rePaved> flagging crosswalks laid and
artmcial stone sidewalks constructed.

Engineering .... %R, Q9

Inspection ! ! ! 112 00

Carried forward

$197 92

$197 92

2

OS

4

20

3

60

25

90

192

07

Public Works Department. 221

Brought forward

Engineering expense

Advertising

Labor, handling stock

Edgestone, 15 feet 7 inches circular, 2 smaD

corners

Flagging, 240 feet 1 inch

Amount paid to D. M. Biggs
Company, under contract:
30 linear feet circular edge-
stone set @ $1 . . $30 00
4,064 linear feet existing edge-
stone reset @ 10c. . 406 40
715 linear feet crushed stone
and concrete founda-
tion furnished and laid

@ 8c 57 20

1,423 square yards existing
granite block paving
relaid @ 30c. . . 426 90

53 square yards flagging
crosswalks hauled and
laid @ 90c. . . . 47 70

14 square yards existing
flagging crosswalks re-
laid @ 50c. . . 7 00
6 square yards existing
brick sidewalks relaid

% 30c 1 80

25,123 square feet artificial
stone sidewalks fur-
nished and laid @

16.9c 4,245 79

1,4S0 square feet artificial
stone driveways fur-
nished and laid @

16.9c 250 12

2 covers reset @ $3 . . 6 00

Extra work — Regulate
Bradley-Head catch-
basins:
8 basins regulated @ $5 . 40 00

Extra work — Remove
trees and roots where
directed :
66 hours' labor @ 25c. . 16 50

Plus 15 per cent on

$16.50 .... 2 48

5,537 89

$5,963 63

Nightingale street, northerly side, between Wales street and Talbot avenue.
Length, 565 linear feet. Area, 2,892 square feet. Edgestone reset,
gutters repaved, flagging crosswalks relaid and artificial stone side-
walks constructed.

Engineering $17 99

Inspection 28 00

Engineering expense 75

Advertising 4 00

Carried forward $50 74

222 City Document No. 26.

Brought forward $50 74

Amount paid to Warren Brothers Company,
under contract:
490 linear feet existing edge-
stone reset @ 17c. _ . $83 30
173 square yards existing
granite block paving re-
laid @ 25c. . . _ . 43 25
10 s q u a r e yards existing
flagging crosswalks re-
laid @ 50c. . . . 5 00
2,892 square feet artificial stone
sidewalks furnished and
laid @ 18c. . . . 520 56
65 square feet artificial stone
driveways furnished and
laid @ 18c. ... 11 70
1 cover reset @ $3 3 00

666 81

$717 55

Park street (westerly side), between Clement and Ana wan avenues.
Length, 1,704 linear feet. Area, 8,229 square yards. Edgestone set,
block gutters paved, flagging crosswalks laid and four and one-half
(4|) foot artificial stone sidewalk with loam space constructed between
Anawan and March avenues, and full width artificial stone sidewalk
constructed from March avenue to Centre street.

Engineering $40 90

Inspection 91 00

Engineering expense ...... 1 35

Advertising 4 10

Flagging, 115 feet 89 70

Edgestone, 1,576 feet 2 inches straight, 31 feet

2 inches circular, 14 small corners . . 1,128 07

Labor, handling stock 24 52

Amount paid to W. A. Murtfeldt Company,

under contract:
1,086 linear feet straight edge-
stone and corners hauled
_ and set @ 25c. . . $271 50

22 linear feet circular edge-
stone set @ 15c. . 3 30
7 linear feet existing edge-
stone reset.*
381 square yards existing
granite block paving
relaid @ 45c. . _ . 171 45
6 square yards flagging
crosswalks hauled and
laid @ 65c. . 3 90
6 square yards existing
flagging crosswalks re-
laid @ 45c. ... 2 70
5,111 square feet artificial stone
sidewalks furnished and
laid @ 18c. . _ . . 919 98
180 square feet artificial stone
driveways furnished and
laid @ 19c. ... 34 20

Carried forward . . . $1,407 03 $1,379 64

* No price bid for this kind of work.

Public Works Department. 223

Brought forward . . . $1,407 03 $1,379 64
207 square yards loam spaces,
furnished, placed and
seeded @ 30c. . . 62 10

Extra work — Haul and
set edgestone, relay gut-
ters and furnish and lay
artificial stone sidewalks
in Park street, westerly
side, from March avenue
to Centre street:
530 linear feet straight edge-
stone and corners hauled
and set @ 25c. . . 132 50

10 linear feet circular edge-
stone set @ 15c. . . 1 50
19 linear feet existing edge-
stone reset.*
211 square yards existing
granite block paving
relaid @ 45c. . . 94 95
18 square yards fl a g g i n g
crosswalks hauled and
laid @ 65c. ... 11 70
3,118 square feet artificial stone
sidewalks furnished and
laid @ 18c. . . . 561 24
192 square feet artificial stone
driveways furnished and
laid @ 19c. ... 36 48
Extra work — Place con-
crete in front of wooden
bulkhead at northerly
approach to bridge as
directed:
Placing concrete as di-
rected .... 20 00

2,327 50

$3,707 14
Credit: Blocks, old granite, 5,988 . . . 119 76

?,587 38

Pope's Hill street, between Neponset avenue and Freeport street. Length,
830 linear feet. Area, 3,182 square yards. Edgestone set, block
gutters paved, flagging crosswalks laid and artificial stone sidewalks
constructed.

Engineering $43 39

Inspection 269 50

Engineering expense 2 25

Advertising 4 30

Labor, handling stock 4 79

Edgestone, 381 feet 5 inches, 2 small corners, 263 74

Flagging, 90 feet 70 20

Blocks, 9,425, old granite 188 50

Amount paid to Jeremiah J. McCarthy Com-
pany, under contract:
389 linear feet straight edge-
stone and corners
hauled and set @ 28c. . $108 92

Carried forward . . . $108 92 $846 67

* No price bid for this kind of work.

224 City Document No. 26.

Brought forward

$108 92 $846 67

130 linear feet existing edge-

stone reset @ 15c.

19 50

395 square yards granite block

paving hauled and laid

@ 75c

296 25

125 square yards existing gran-

ite block paving relaid

@ 50c. . . . .

62 50

20 square yards flagging

crosswalks hauled and

laid @ $1 . .

20 00

16 square yards existing flag-

ging crosswalks relaid

@ 50c

8 00

2,995 square feet artificial stone

sidewalks furnished and

laid @ 18c. .

538 92

1 cover reset @ $3

3 00

600 square yards crushed stone

sidewalks furnished and

placed @ 23c*

138 00

Extra work — Relay gut-

ters where displaced in

making fill:

1 day, paver, @ $5

5 00

1 day, tender, @ $2.25

2 25

Plus 15 per cent on $7.25,

1 09

IjaUO *xO

1,050 10

Porter street, from Amory street to Bismarck street. (Work not started.)

Advertising $3 90

Blocks, 14,825, old granite .... 271 90

$275 80

Credit: Edgestone 14 35

$261 45

Providence street, 70 feet east of Church street to Berkeley street. (Work
done in connection with other work on Providence street.)

Labor, employees $80 28

Amount paid to Coleman Brothers, under

contract 4,103 45

$4,183 73

Rebuilding face of wharf at South End Yard, Albany street.
Amount paid to Lawler Brothers, under contract :
Rebuilding face of wharf . $950 00

Reconstructing stable at Hancock Street Yard, Dorchester. Bids rejected.
Work not done.
Advertising $7 80

Repairing wall at Fort Hill Wharf.

Labor, employees $86 25

Cement 12 60

Sand 6 48

$105 33

* A deduction of 7 cents per yard made on account of condition of walks.

Public Works Department. 225

Rosedale street, at numbers 7, 9, 10 and 12. Length, 55 linear feet. Area,
584 square feet. Edgestone set, block gutters paved and artificial
stone sidewalks constructed.

Engineering $2 28

Engineering expense 15

Amount paid to William J. Rafferty Company,
under contract:
98 linear feet existing edgestone

reset @ 18c. . ... $17 64

36 square yards existing granite

block paving relaid® 50c, 18 00

585 square feet artificial stone
sidewalks furnished and
laid © 17c. . . . 99 45

54 square feet artificial stone
driveways furnished and
laid @ 20c. ... 10 80

145 89

$148 32

Rose street, between Harrison avenue and Albany street. Length, 483
linear feet. Area, 1,089 square yards. Roadway resurfaced with
Taric Compound.

Engineering $10 50

Inspection 7 83

Amount paid to Independent Coal Tar Com-
pany, under contract:
1,087 square yards Taric Compound furnished

and laid @ 60c. . ... . . 652 20

$670 53

Ruggles street, between Washington street and Shawmut avenue. Length,
459 linear feet. Area, 1,300 square yards. Roadway paved with
wood block on a concrete base, edgestone set, flagging crosswalks
laid and artificial stone sidewalks constructed.

Engineering $39 38

Inspection 49 00

Engineering expense 2 80

Advertising 1 44

Edgestone, 4 feet 7 inches straight, 18 feet

llj inches circular 25 96

Amount paid the Boston Paving Company,
under contract:
5 linear feet straight edge-
stone hauled and set @
25c $1 25

20 linear feet circular edge-

stone set @ 19c. . . 3 80

625 linear feet existing edge-
stone reset @ 15c. . 93 75
55 square yards existing gran-
ite block paving relaid,
gravel joints, @ 50c. . 27 50

21 square yards existing gran-

ite block paving relaid,
pitch joints, including
concrete base, @ $2 . 42 00

Carried forward . . . $168 30 $118 58

226

City Document No. 26.

Brought forward
24 square yards existing flag-
ging crosswalks relaid,
pitch joints, including
concrete base, @ $2
1,276 square yards wood block
pavement furnished and
laid @ $3.69 ,
10 square yards existing brick
sidewalks relaid @ 30c,
4,648 square feet artificial stone
sidewalks furnished and
laid @ 18c. .
8 covers reset @ $3
Extra work — Repave and
regulate in Shawmut
avenue, at approach to
Ruggles street:
275 linear feet existing edge-
stone reset @ 15c.
318 square yards existing gran-
ite block paving relaid,
gravel joints, @ 50c. .
1 66 square yards existing brick
sidewalks relaid @ 30c,

Credit: Bricks, old

Blocks, old granite

$168 30

48 00

4,708 44
3 00

836 64
24 00

$118 58

41 25

159 00

49 80

6,038 43

$137 20
367 00

$6,157 01
504 20

Sleeper street, from Congress street about 650 feet northerly. Length,
626 linear feet. Area, 2,436 square yards. Roadway paved with
new granite block on a concrete base, edgestone reset, flagging cross-
walks laid and brick sidewalks laid and relaid.

Engineering ....

Inspection ....

Engineering expense .

Labor, handling stock

Edgestone, 37 feet 6 inches

Bricks

Advertising ....

Amount paid to John E. Quinn, under con
tract :
38 linear feet straight edge-
stone hauled and set @
40c

1,166 linear feet existing edge-
stone reset @ 15c.
91 square yards existing gran-
ite block paving relaid,
gravel joints, @ 50c

2,283 square yards granite block
paving furnished and
laid, including concrete
base, pitch joints, @
$3.81 ....

$15 20
174 90

45 50

Carried forward

8,698 23
58,933 83

$37 94

94 50

85

56

18 03

123 50

4 00

$279 38

Public Works Department.

227

Brought forward ....
25 square yards existing gran-
ite block paving relaid,
pitch joints, @ 75c.
14 square yards flagging
crosswalks furnished
and laid, pitch joints,
including concrete base,
@$5 . . m .
23 square yards existing flag-
ging crosswalks relaid,
pitch joints, @ 50c.
160 square yards brick side-
walks laid @ 30c. .
262 square yards existing brick
sidewalks relaid @ 30c,
7 covers reset @ $3 .
Extra work — Excavate
and remove earth over
sewer trench:
220 loads earth removed @
$1 . . .
Extra work — Furnish
and lay concrete base
where directed in Con-
gress street:
25 square yards concrete, base
furnished and laid @
75c

Less 2,740 old
blocks @ 20c.

granite

3,933 83 $279 38

18 75

70 00

11 50

48 00

78 60
21 00

220 00

18 75

Credit: Blocks, old granite, 48,410

$9,420 43

68 50

9,351 93

,410 .

$9,631 31
968 20

3,663 11

South street, between Green and Keyes streets. Edgestone reset, existing
flagging crosswalks relaid, artificial stone sidewalks constructed and
roadway paved with bitulithic on a concrete base.

Engineering

$104 84

Inspection

187 25

Engineering expense .

2 75

Labor, handling stock

88

Advertising

2 10

Edgestone, 116 feet 6 inches

67 55

Amount paid to Warren Brothers (

Company,

under contract:

76 linear feet straight edge-

stone and corners

hauled and set @ 24c,

$18 24

35 linear feet circular edge-

stone set @ 22c. .

7 70

2,141 linear feet existing edge-

stone reset @ 19c.

406 79

67 square yards existing

granite block paving

relaid, pitch joints, in- *

eluding concrete base,

@ $1.85

123 95

Carried forward

$556 68

$365 37

228

City Document No. 26.

Brought forward ....
94 square yards existing
nagging crosswalks re-
laid, pitch joints, in-
cluding concrete base,
@ $1.75
4,432 square yards concrete
base and bitulithic
wearing surface fur-
nished and laid @
$2.63 ....
16,127 square feet artificial
stone sidewalks fur-
nished and laid @ 20c,
423 square feet artificial
stone driveways fur-
nished and laid @ 20c,
21 covers reset @ $3 .
Extra work — Omit
granite block p a v i ng
for brows outside of
and between tracks
and substitute wood
block and bitulithic
as directed:
273 square yards wood block
pavement furnished
and laid© $4.18 .
Extra work — Repoint
wall on South street :

1 day, mason, @ $5 .

2 days, tender, @ $2
Plus 15 per cent on $9

1 bag cement @ 40c .

2 bags sand @ 20c .

Credit:

$556 68

164 50

11,656 16

3,225 40

84 60
63 00

$365 37

1,141 14

5 00

4 00

1 35

40

40

Blocks, 1 large and 2

small corners
16 feet flagging
31, 120 old granite blocks,

$6 60

6 40

622 41

16,902 63
517,268 00

635 41

$16,632 59

South street, between Robert and Centre streets. Length, 2,560 linear feet.
Area, 24,656 square feet. Edgestone set, block gutters paved, flag-
ging crosswalks laid and artificial stone sidewalks constructed, loam
spaces placed and seeded on northerly side.

Engineering

Inspection

Engineering expense

Blocks, 7,300

Amount paid to Hugh J. McGuire, under
contract:

Removing trees, bushes,

stumps, etc. . . $5 75

17 cubic yards subgrading
(rock excavation) @
$2.75 ....

Carried forward

46 75

$52 50

$91 38

126 00

1 90

112 75

$332 03

Public Works Department. 229

Brought forward . $52 50 $332 03

3,976 linear feet straight edge-
stone furnished and set

@ 94c 3,737 44

343 linear feet circular edge-
stone set @ 14c. . 48 02
341 linear feet existing edge-
stone reset @ 12c. . 40 92
380 linear feet crushed stone
and concrete founda-
tion furnished and
placed @ 15c. . . 57 00
1,536 square yards granite
block paving hauled
and laid @ 94c. . . 1,443 84
134 square yards existing
granite block paving
relaid @ 38c. . . 50 92
73 square yards flagging
crosswalks furnished
and laid @ $4.75 . _ . 346 75
28 square yards existing
flagging crosswalks re-
laid @ 65c. ... 18 20
199 square yards crushed
stone sidewalks fur-
nished and laid @ 50c, 99 50
23,638 square feet artificial
stone sidewalks fur-
nished and laid @ 14f c 3,486 61
1,018 square feet artificial
stone driveways fur-
nished and laid @ 15c, 152 70
1,037 square yards loam spaces
furnished, placed and
seeded @ 50c . . 518 50

$10,052 90

Extra work — Excavate

buried block at

Dimock Street Yard :

14 days' labor @ $2.25

31 50

Plus 15 per cent on

$31.50 ....

4 73

9| days, double team, @ $6,

57 00

Extra work — Furnish

stonecutter :

8| hours, stonecutter, @,

70c

12 95

Plus 15 per cent on

$12.95 ....

1 94

$10,161 02

Less amount paid in 1912,

7,589 64

2,571 38

$2,903 41

Spring street, between Allen and Poplar streets. Length, 203 linear feet.

Area, 435 square yards. Roadway paved with bitulithic, edgestone

reset and brick sidewalks relaid.
Engineering ........ $30 50

Inspection 42 00

Carried forward $72 50

230

City Document No. 26.

Brought forward

Advertising

Labor, handling stock

Edgestone, 3 feet 9 inches and 17 feet 2 inches

circular
Bricks, 3,500
Teaming

Amount paid to Warren Brothers Company,
under contract
4 linear feet straight edgestone

hauled and set @ 35c. . $1 40

18 linear feet circular edgestone

set @ 35c. ... 6 30

350 linear feet existing edgestone

reset @ 30c. ... 105 00

416 square yards concrete base
and bitulithic wearing sur-
face furnished and laid @
$2.68 . . . . 1,114 88

248 square yards existing brick

sidewalks relaid @ 25c. . 62 00

2 covers reset @ $3 . 6 00

$1,295 58

Extra work — Resurface

approach with bitulithic

where directed :

19 square yards bitulithic re-

surfacing @ $1.37 .

26 03

Credit: Blocks, 14,750, old granite

$72 50

4

00

1

31

23

22

24

50

9

62

1,321 61

$1,456 76
295 00

1,161 76

Summer street, northerly side, between B street and viaduct. Length,
368 linear feet. Concrete retaining wall, bulkhead and fence built.

Engineering ....

Inspection ....

Engineering expense .

Advertising ....

Labor, employees, on filling

Teaming ....

Amount paid to McCarthy & Walsh, under

contract :
121 spruce piles furnished and

_ placed @ $14 . . . $1,694 00

356 linear feet concrete wall

furnished and placed @

$14.50 .... 5,162 00

368 linear feet yellow pine fence

furnished and built @

90c 331 20

26 linear feet yellow pine

stringers furnished and

placed @ $1 . . . 26 00

Extra work — Excavate

extra depth as directed:

65 cubic yards extra excavation

@ $1.25 .... 81 25

$63 67

187 25

4 05

4 10

354 20

10 36

7,294 45

$7,918 08

Public Works Department. 231

St. Alphonsus street, easterly side, between Tremont and Smith streets.
Length, 464 linear feet. Area, 3,059 square feet. Artificial stone
sidewalks were constructed.

Engineering $10 28

Inspection 8 75

Engineering expense 15

Advertising . 2 10

Amount paid to John McCourt & Co., under

contract:
3,092 square feet artificial stone
sidewalks furnished and
laid @ 16.9c. . . . $522 55

Extra work — Reset edge-
stone at catch-basin and
relay sidewalk as di-
rected :
2 hours, edgestone setter, @

621c. 1 25

2 hours, finisher, @ 60c. . 1 20

10 hours' labor @ 25c. . 2 50

Plus 15 per cent on $4.95 . 74

528 24

$549 52
Credit: Bricks, 25,700, old . . . . 179 90

$369 62

Tremont street, easterly side, between Winter street and Hamilton place.
Length, 312 linear feet. Area, 3,437 square feet. Artificial stone
sidewalks constructed.

Engineering $3 91

Inspection 20 13

Amount paid to Warren Brothers Company,

under contract:
1,827 square feet artificial stone
sidewalks furnished and
laid @ 29c. . . # . $529 83

Extra work — Furnish
and lay artificial stone
sidewalks between Win-
ter and Boylston streets :
1,610 square feet artificial stone
sidewalks furnished and
laid @ 29c. ... 466 90

996 73

$1,020 77

Tremont street, northerly side, from St. Alphonsus street about 350 feet
easterly. Length, 357 linear feet. Area, 3,471 square feet. Artificial
stone sidewalks were constructed.

Engineering $14 92

Inspection 8 75

Advertising 2 10

Amount paid to John McCourt & Co., under

contract:
3,471 square feet artificial stone sidewalks fur-
nished and laid @ 16.9c. ... 586 60

$612 37

Vernon street, between Washington street and Shawmut avenue. Length,
295 linear feet. Area, 845 square yards. Roadway paved with wood

232 City Document No. 26.

block on a concrete base, edgestone set, flagging crosswalks laid and
artificial stone sidewalks constructed.

Engineering . $16 92

Inspection 42 00

Engineering expense 65

Advertising 1 43

Edgestone, 9 feet 3 inches circular ... 11 10

Amount paid the Boston Paving Company,
under contract:
9 linear feet circular edge-
stone set @ 19c. . . SI 71
583 linear feet existing edge-
stone reset @ 15c. _ . 87 45
57 square yards existing
granite block paving
relaid, gravel joints, @
50c. .... 28 50
7 square yards existing
granite block paving re-
laid, pitch joints, includ-
ing concrete base, @ $2, 14 00
26 square yards existing
flagging crosswalks re-
laid, pitch joints, includ-
ing concrete base, @$2, 52 00
819 square yards wood block
pavement furnished
and laid @ $3.69 . . 3,022 11
14 square yards existing brick

sidewalks relaid @ 30c, 4 20

3,100 square feet artificial stone
sidewalks furnished and
laid @ 18c. ... 558 00

4 covers reset @ $3 . . 12 00

3,779 97

$3,852 07
Credit: Bricks, 8,900, old . . $62 30

Blocks, 6,250, old granite, 125 00

187 30

$3,664 77

Walnut avenue (easterly side), from Iffleyroad to beyond Montebello road.
Length, 287 linear feet. Area, 120 square yards. This street was
widened and rough graded.

Engineering $59 98

Engineering expense 90

Advertising 4 10

Amount paid to John McCourt & Co., under
contract :
43 cubic yards earth excava-
tion @ 75c. . . # . $32 25
166 cubic yards rock excavation

664 00

696 25

$761 23

Walnut street, between Franklin and Ericsson streets. Length, 1,576 linear
feet. Area, 4,028 square yards. Edgestone set, block gutters paved
and artificial stone sidewalks constructed.

Public Works Department.

233

Engineering .

Inspection

Engineering expense .

Advertising .

Labor, handling stock

Edgestone, 13.59 feet 2 inches, 8 small corners

and 32 feet 11 inches circular
Flagging, 206 feet
Blocks, 38,970, old granite
Amount paid to D. M. Biggs Company,
under contract:
16 cubic yards water-box
excavation @ $1
1,372 linear feet straight edge-
stone and corners
hauled and set @ 29c.
33 linear feet circular edge-
stone set @ 18c.
1,710 linear feet existing edge-
stone reset @ 14c.
1,095 square yards granite
block paving hauled
and laid @ 79c. . _ .
35 square yards existing
granite block paving
relaid @ 40c.
45 square yards flagging
crosswalks hauled and
laid @ 90c. . . _ .
33 square yards existing
flagging crosswalks re-
laid @ 50c. .
16,788 square feet artificial stone
sidewalks furnished
and laid @ 17c. .
216 square feet artificial stone
driveways furnished
and laid @ 19c. .
1 cover reset @ $3 .

$75 38

157

50

5

35

4

20

23

27

962

55

160

68

779

."

Extra Work — Remove
tree roots from gut-
ters:
42 hours' labor @ 25c.

Plus 15 per cent on
$10.50 ....

$16 00

397 88

5 94

239 40

865 05

14 00

40 50

16 50

2,853 96

41 04
3 00

10 50
1 58

4,505 35

3,673 85

Warren avenue, between Berkeley street and Columbus square. Length,
2,044 linear feet. Area, 12,382 square yards. Roadway paved with
wood block on a concrete base, edgestone reset, flagging crosswalks
relaid and brick sidewalks relaid.

Engineering

$157 35

Inspection

469 00

Engineering expense .

6 90

Advertising

4 20

Labor, handling stock

7 50

Teaming

33 25

Bricks, 29,000 ....

281 00

Carried forward

$959 20

234 City Document No. 26.

Brought forward S959 20

Edgestone, 125 feet 5f inches circular . . 150 55

Flagging, 4 feet 6 inches 1 80

Amount paid to Boston Paving Company,
under contract:
165 linear feet circular edge-
stone set @ 15c. . $24 75
3,952 linear feet existing edge-
stone reset @ 13c. . 513 76
274 square yards existing
granite block paving
relaid, gravel joints, @
43c. . . . . 117 82
77 square yards existing
granite block paving
relaid, pitch joints, in-
cluding concrete base,
@ $1.85 . . . 142 45
31 square yards existing
flagging crosswalks, re-
laid, gravel joints, @
43c. .... 13 33
108 square yards existing
flagging crosswalks re-
laid, pitch joints, in-
cluding concrete base,
@ $1.85 ... 199 80
12,382 square yards wood block
pavement furnished
and laid @ $3.69 . 45,689 58
4,243 square yards existing
brick sidewalks relaid

@ 30c

1 cover reset @ $3 .

Credit: Flagging, 709 feet .

Blocks, 46,482, o 1 d

granite
Edgestone, 46 feet 4
inches

— i 9.m 9.8

$47,887 66

Washington street, from Cambridge street across Market street. Length,

1,146 linear feet. Area, 7,795 square yards. Edgestone set, cross-
walks laid, artificial stone sidewalks constructed and roadway paved
with bitulithic.

Engineering $136 29

Inspection 248 50

Engineering expense 5 15

Advertising 4 10

Labor, handling stock 8 84

Labor, stonecutter 39 00

Edgestone, 64 feet 6 inches. 2 small corners

and 121 feet circular 188 88

Flagging, 539 feet 431 20

Carried forward $1,061 96

1,272 90

3 00

47,977 39

$49,088 94

$255 42

929 64

16 22

1,201 28

Public Works Department. 235

Brought forward $1,061 96

Amount paid to Warren Brothers Company,
under contract :
65 linear feet straight edge-
stone and corners
hauled and set @ 25c, $16 25

117 linear feet circular edge-
stone set @ 22c. . 25 74
1,290 linear feet existing edge-
stone reset @ 20c. . 258 00
12 square yards existing
granite block paving
relaid, gravel joints, @

42c 5 04

180 square yards existing

granite block paving *

relaid, pitch joints, in-
cluding concrete base,
@ $1.85 ... 333 00

111 square yards flagging
crosswalks hauled and
laid, pitch joints, in-
cluding concrete base,
@ $2.20 ... 244 20

97 square yards existing
flagging crosswalks re-
laid, pitch joints, in-
cluding concrete base,
@ $1.80 ... 174 60

6,100 square yards concrete
base and bitulithic
wearing surface fur-
nished and laid @
$2.62 .... 15,982 00
10 square yards existing
brick sidewalks relaid

© 25c 2 50

11,526 square feet artificial
stone sidewalks fur-
nished and laid @ 18c, 2,074 68
70 square feet artificial
stone driveways fur-
nished and laid @ 18c, 12 60
30 covers reset @ $3 . . 90 00
Extra work — Omit
granite block paving
for brows outside of
and between tracks and
substitute wood block
and bitulithic as
directed :
1,039 square yards bitulithic
pavement furnished
and laid @ $2.62 . 2,722 18
256 square yards wood block
pavement furnished
and laid @ $4.20 . 1,075 20

Carried forward .... $23,015 99 $1,061 96

236

City Document No. 26.

Brought forward

Extra work — Furnish
and lay extra concrete
on account of change
in brows:
36 square yards extra con-
crete furnished and laid
@ 75c

Credit: Blocks, 24,441, old

granite
Flagging, 455 feet 5

inches ....
Edgestone, 55 feet, 1

large and 1 small

corner ....

$23,015 99 $1,061 96

27 00

23,042 99

$24,104 95

$488 82

163 95

27 05

679 82

3,425 13

Washington street, West Roxbury, at and near Hyde Park avenue and
Tower street. Length, 120 linear feet. Area, 945 square yards.
Edgestone set, special granite block paving laid on a concrete base
with pitch and pebble joints and brick sidewalks relaid.

Engineering ....

$25 39

Inspection ....

73 50

Engineering expense .

1 90

Advertising ....

3 80

Labor, handling stock

8 50

Labor, stonecutter

1 50

Teaming ....

15 00

Edgestone, 38 feet circular

22 83

Flagging, 16 feet

6 40

Amount paid to James Doherty, u

nder con

-

tract :

57 linear feet circular edge-

stone set @ 17c.

$9 6«

)

31 linear feet existing edge-

stone reset @ 14c. _ .

4 3'

1

18 square yards existing

granite block paving

relaid, gravel joints, @

50c

9 0

3

848 square yards granite

block paving fur-

nished and laid, pitch

joints, including con-

crete base, @ $4.15 .

3,519 2

0

66 square yards existing

granite block paving

relaid, pitch joints, in-

cluding concrete base,

© $1.60

105 6

D

7 square yards existing

granite block paving

relaid, pitch joints on

existing concrete base.*

Carried forward

$3,647 8

3 $158 82

* No price bid on this work.

Public Works Department.

237

Brought forward . . . . .

$3,647 83

$158 82

31 square yards existing

flagging crosswalks re-

laid, pitch joints, in-
cluding concrete base,

@ $1.60 .

49 60

93 square yards existing

brick sidewalks relaid

@35c

32 55

2 covers reset @ $3 .

6 00

Extra work — Cut sewer

sheathing:

1 day's labor @ $2 .

2 00

Plus 15 per cent on $2

30

Extra work — Haul flag-

ging as directed:

1 day, double team, @

$5.50 ....

5 50

3,743 78

$3,902 60

Credit: Edgestone, 42 feet

straight

$14 70

Blocks, 2,770, old

granite

55 40

70 10

3,832 50

Washington street (Dorchester), between Blue Hill and Talbot avenues!
Length, 7,645 linear feet. Area, 36,000 square yards. (Work unfin-
ished.) Edgestone reset, roadway being paved with wood block on a
concrete base and artificial stone sidewalks being constructed.

Engineering .

Inspection

Engineering expense

Teaming

Lumber

Labor, handling stock

Labor, stonecutter

Labor, making templets

Labor, removing trees

Edgestone, 40 feet, 2 small and 6 larg

12 feet 6 inches circular
Steam roller

e corners

Amount paid William J. Barry, under con-
tract :
27,861 square yards preparing

site @ 20c. . . . $5,572 20
1,065 linear feet straight edge-
stone hauled and set
@ 21c. . . . . 223 65

281 linear feet circular edge-
stone set @ 16c. . 44 96
6,986 linear feet existing edge-
stone reset @ 12c. . 838 32
27,861 square yards concrete
base furnished and laid
@65c. .

Carried forward

18,109 65

$24,788 78

$722 93

926 62

15 70

87 62

2 49

3 10
15 00

5 25
22 00

86 50

22 50

1,909 71

238 City Document No. 26.

Brought forward . . . $24,788 78 $1,909 71
769 square yards existing
granite block paving
relaid, gravel joints, @

50c 384 50

6 square yards granite
block paving hauled
and laid, pitch joints,
@ $1.50 ... 9 00

408 square yards existing
granite block paving
relaid, pitch joints, @
$1.20 .... 489 60

46 square yards existing
flagging crosswalks re-
laid, gravel joints, @

75c 34 50

157 square yards existing
flagging crosswalks re-
laid, pitch joints, @
$1.20 .... 188 40

26,110 square yards wood block
pavement furnished
and laid @ $2.65 . 69,191 50
1,635 square yards nonslipping
wood block pavement
furnished and laid @
$3.50 .... 5,722 50

141 square yards existing
brick sidewalks relaid

@ 25c 35 25

95,575 square feet artificial stone
sidewalks furnished
and laid @ 14£c. . 13,858 38
3,600 square feet artificial stone
driveways furnished
and laid @ 18c. . . 648 18

Extra work — Haul ex-
cavated material to
Morton street,between
Harvard and Canter-
bury streets:

19,936 tons excavated material
hauled more than one
and one-half miles, and
less than two miles, one
mile overhaul, per half
mile per ton ©lie. . 4,385 92

Extra work — Furnish
man to spread material
on Morton street
hauled from Washing-
ton street:
125| days' labor @ $2 . . 251 00

Carried forward . . . $119,987 51 $1,909 71

Public Works Department.

239

Brought forward . . . $119,987 51
Plus 15 per cent on $251, 37 65

$120,025 16
Less 1 per cent retained, 1,200 25

L,909 71

$118,824 91
Less amount paid in 1912, 63,749 17

Credits: Edgestone, 128
feet 8 inches circular,
25 feet straight, 6
small and 1 large cor-
ner ....

Blocks, 73,336, old gran-
ite

Flagging, 1,287 feet 9
inches, old .

55,075 74
556,985 45

$99 65

,466 73

466 98

2,033 36
$54,952 09

Washington street, between State and Boylston streets. Length, 351
linear feet. Area, 2,720 square feet. Artificial stone sidewalks
constructed.

Engineering $3 21

Inspection 17 50

Advertising . 3 80

Amount paid to Warren Brothers Company,

under contract:
2,720 square feet artificial stone
sidewalks furnished and

laid @ 29c 788 80

$813 31

Welles avenue, northerly side, from Talbot avenue to opposite Harley
street. Length, 600 linear feet. Area, 3,862 square feet. Artificial
stone sidewalks constructed.

Engineering ....

$17 82

Inspection ....

12 25

Engineering expense .

50

Advertising . .

4 20

Labor, stonecutter

1 50

Teaming ....

3 00

Blocks

6 00

Amount paid to Robert Eager, «

r., unde

r

contract :

56 linear feet existing edge-

stone reset @ 15c.

$8 4(

)

21 square yards existing

granite block paving re-

laid @ 30c. .

6 3(

)

5 square yards existing

flagging crosswalks re-

laid @ 50c. .

2 5(

)

Carried forward

$17 20

$45 27

240 City Document No. 26.

Brought forward ... $17 20 $45 27

3,862 square feet artificial stone
sidewalks furnished and
laid @ 16c. ... 617 92

635 12

$680 39

West First street, between A street and railroad crossing. Length, 420
linear feet. Area, 1,752 square yards. Roadway paved with new
granite blocks on a concrete base, with pitch and pebble joints, edge-
stone reset, flagging crosswalks relaid and brick sidewalks relaid.

Engineering

Inspection

Advertising

Teaming

Edges tone, 8 feet 4 inches and 31 feet 6 inches

circular

Bricks, 16,600

Blocks, 11,055, old granite ....

$58 61

73 50

4 00

48

43 63
199 20
221 10

Amount paid to John E. Quinn,
tract:

under con-

8 linear feet straight edge-
stone hauled and set @
40c

$3 30

32 linear feet circular edge-
s'tone set @ 20c. .

6 40

792 linear feet existing edge-
stone reset @ 15c.

118 80

236 square yards existing
granite block paving re-
laid, gravel joints', @
50c

118 00

1,463 square yards granite block
paving furnished and
laid, pitch joints, in-
cluding concrete base.
© $3.85 ....

5,632 55

11 square yards fl a g g i n g
crosswalks furnished and
laid, including concrete
base, @ $5 .

55 00

42 square yards existing
flagging crosswalks re-
laid, pitch joints, in-
cluding concrete base,
@ $1.90 ....

79 80

517 square yards existing
brick sidewalks relaid

@ 30c

12 covers reset @ $3 .

155 10
36 00

$6,204 85
Less 1,458 square yards
old granite paving
blocks sold to con-
tractor @ 50c. . . 729 00

5,475 85

$6,076 37

Public Works Department.

241

Westville street, between Geneva avenue and Draper street. Length, 1,408
linear feet. Area, 4,068 square feet. Reset edgestones, repave
gutters, relay nagging crosswalks and construct artificial stone
sidewalks.

and 1

small

Engineering ....
Inspection ....
Engineering expense .
Advertising ....
Edgestone; 130 feet 4 inches

corner ....
Flagging, 56 feet
Blocks, 1,100, old granite .
Labor, handling stock
Amount paid to William J. Rafferty Company,
under contract:
130 linear feet straight edge-
stone hauled and set @

25c

1,431 linear feet existing edge-
stone reset @ 12c.
47 square yards granite block
paving hauled and laid

@ 80c

690 square yards existing
granite block paving
relaid @ 38c.
13 square yards nagging cross-
walks hauled and laid
@ 75c. . . m .
9,353 square feet artificial stone
sidewalks furnished and
laid @ 161c. ...
209 square feet artificial stone
driveways furnished and
laid @ 161c. .
4 covers reset @ $3 .
Extra work — Lay under
drains to catch-basins:
3 hours, mason, @ 62|c.

Plus 15 per cent on SI. 88 .
12 linear feet drain pipe @
15c. . . . .
Extra work — Furnish and
lay artificial stone side-
walks between Draper
and Corwin streets:
4,251 square feet artificial stone
sidewalks furnished and
laid © 161c. .
42 square feet artificial stone
driveways furnished and
laid @ 161c. .
Extra work — Cement
joints in existing edge-
stone, not reset, be-
tween Draper and Cor-
win streets:

1 day's labor @ $2
Plus 15 per cent on $2

2 bags cement @ 50c.

$32 50
171 72

37 60

262 20

9 75

1,519 86

33 96
12 00

1

28

1 80

690 79

6 83

$48 49

105 00

2 65

4 10

79 62

43 68

22 00

2 29

2 00

30

1 00

2,784 47

5,092 30

242 City Document No. 26.

Winthrop street, between Blue Hill and Brook avenues. Length, 332
linear feet. Area, 7,268 square yards. Edgestone set, block gutters
paved, flagging crosswalks laid and artificial stone sidewalks con-
structed.

Engineering $23 47

Inspection 54 25

Engineering expense 55

Labor, handling stock 75

Edgestones, 50 feet 1 inch straight, 18 feet

9 inches circular 57 56

Blocks, 8,225, old granite .... 98 70

Amount paid to James Doherty, under
contract :

48 linear feet straight edge-
stone hauled and set @

23c $11 04

19 linear feet circular edge-
stone set @ 15c. . 2 85
1,057 linear feet existing edge-
stone reset @ lie. . 116 27
256 square yards granite
block paving hauled
and laid @ 55c. . _ . 140 80
247 square yards existing
granite block paving
relaid @ 35c. . . 86 45
25 square yards existing
flagging crosswalks re-
laid @ 40c. ... 10 00
89 square yards existing
brick sidewalks relaid
@ 30c. ... 26 70
7,268 square feet artificial
stone sidewalks fur-
nished and laid @ 15c, 1,090 20

$1,719 59
Credit: Bricks, old 32 62

1,484 31

$1,686 97

Withington street, between Norfolk and Torrey streets. Length, 652
linear feet. Area, 5,831 square yards of artificial stone sidewalk.
Set edgestones, block gutters paved, flagging crosswalks laid and
artificial stone sidewalks constructed.

Engineering

$29 33

Inspection

42 00

Engineering expense

1 30

Advertising

4 20

Labor, handling stock

14 01

Edgestone, 880 feet 9 inches straight, 4

small corners, 110 feet 2 inches circular .

603 27

Flagging, 40 feet 1 inch

31 27

Blocks, 10,833, old granite ....

216 66

Teaming

1 50

Amount paid to W. A. Murtfeldt Company,

under contract:

894 linear feet straight edge-

stone and corners

hauled and set @ 24c, $214 56

Carried forward . . . $214 56 $943 54

Public Works Department.

243

Brought forward

$214 56

$943 54

10 linear feet circular edge-

stone set @ 26c.

2 60

107 linear feet existing edge-

,

stone reset @ 10c.

10 70

292 square yards granite

block paving hauled

and laid @ 65c. .

189 80

129 square yards existing

granite block paving

relaid @ 50c.

64 50

8 square yards flagging

crosswalks hauled and

laid @ $1 .

8 00

21 square yards existing

nagging crosswalks re-

laid @ 50c. .

10 50

5,831 square feet artificial

stone sidewalks fur-

nished and laid @ 18c,

1,049 58

129 square feet artificial

stone driveways fur-

nished and laid @

18*c

23 87

1,574 11

$2,517 65

$145 60

295

75

2

80

6

20

21

80

1,330

28

312

38

110

16

26

00

Woolson street, between Blue Hill avenue and Norfolk street. Length,
1,219 linear feet. Area, 3,522 square yards. Edgestone set, block
gutters paved, flagging crosswalks laid and artificial stone sidewalks
constructed.

Engineering .

Inspection

Engineering expense .

Advertising .

Labor, handling stock

Edgestone, 1,789 feet 6 inches straight, 2 small

corners, 75 feet circular
Blocks, 21,365, old granite
Flagging, 306 feet
Steam roller

Amount paid to Warren Brothers Company,
under contract :

Removing trees, bushes,

stumps, etc. . . $1 00

1,408 cubic yards earth excava-
tion @ 60c. . . . 844 80
118 cubic yards rock excava-
tion @ $3.25 . . 383 50
1,810 linear feet straight edge-
stone hauled and set @
18c. . . . 325 80
76 linear feet circular edge-
stone set @ 10c. . 7 60
36 linear feet existing edge-
stone reset @ 10c. . 3 60
675 square yards granite
block paving hauled
and laid @ 70c. . . 472 50

Carried forward

52,038 80 $2,250 97

244

City Document No. 26.

Brought forward

$2,038 80

108 square yards existing

granite block paving

relaid @ 50c.

54 00

64 square yards flagging

crosswalks hauled and

laid @ 80c. .

51 20

11,598 square feet artificial stone

sidewalk s furnished

and laid @ 15c. .

1,739 70

3 cover s reset @ $3 .

9 00

,250 97

Amount paid to Jeremiah J. McCarthy Com-
pany, under contract:
4 square yards existing gran-
ite block paving relaid

@ 50c $2 00

2,700 square yards tar macadam

surf a ce furnished and

placed @ 79c.

1 cover reset @ $3

Less 2 days' use of city
steam roller @ $15

3,892 70

2,133 00
3 00

2,108 00

$2,138 00
30 00

$8,251 67

SPECIAL APPROPRIATIONS.

Harvard avenue, Commonwealth averiue to Cambridge street. Set edge-
stone at corner of Brighton avenue. Contractors work not started.

Engineering

$373 41

Engineering expense

1 10

Advertising

4 00

Labor, setting edgestone ....

95 40

Labor, handling stock ....

2 05

Edgestone, 195 feet 1 inch and 2 small corne

rs, 143 06

Teaming

26 66

$645 68

Norfolk street, from Washington street to the railroad. Excavated, edge-
stone set, roadway in part paved with bitulithic and sidewalks graded.
(Work unfinished.)

Advertising $4 10

Engineering .

Inspection

Engineering expense .

Labor, making templets

Labor, stonecutter

Labor, handling stock

Labor, erecting signs .

Labor, building fence

Labor, moving shanty

Teaming

Gravel, 5 double loads

Lumber

Edgestone, 5,017 feet 4 inches straight, '384

Carried forward

1,059

29

648 88

15

80

22

00

22

50

91 59

5

00

8

00

10 50

43

78

7

50

8

07

$1,947 61

Public Works Department.

245

Brought forward . . . .
feet circular and 12 small corners
Flagging, 401 feet 4 inches

Credit: Blocks, 57,067 old gran-
ite and 110 crossing . . $1,155 09
Edgestone, 3 old large corners . 9 00

£1,947 61

3,850 04

313 04

56,110 69

1,164 09

$4,946 60

Old Colony avenue. Construction,
toward Mt. Vernon street.

Filled and graded from Hyde street

Engineering

$118 61

Engineering expense ....

2 00

Labor, spreading filling

645 01

Filling, 2,875 double loads

718 75

Lumber

1 28

$1,485 65

straight

$1,728 92

580 37

15

10

26

00

3

83

22

00

91

16

5

88

anc

i

743

27

32

50

27

50

11

15

Pleasant street, between Eliot and Washington streets. This street was
widened and paved with wood block on a concrete base, edgestone
reset and artificial stone sidewalks constructed. (Work not finished.)
Engineering .
Inspection .
Engineering expense .
Advertising .
Labor, handling stock
Labor, cutting wall at bridge
Engineering, bridge rebuilding
Teaming ....
Edgestone, 555 feet 9^ inches

312 feet 3 inches circular
Bricks, 2,500

Stationery ....
Templets ....
Amount paid to Coleman Brothers, under
contract :

480 linear feet straight edge-
stone hauled and set

@ 20c

294 linear feet circular edge-
stone set @ 20c. .
1,650 linear feet existing edge-
stone reset @ 13c.
75 square yards existing
granite block paving
relaid, gravel joints, @
50c.
5,400 square yards wood block
pavement f urn i s h e d
and laid, including con-
crete base, @ $3.70 .
100 square yards wood block
pavement f urn i s h e d
and laid on existing
concrete base @ $3 .
11,800 square feet artificial
stone sidewalks fur-
nished and laid @ 16c,

$96 00

58 80

214 50

37 50

19,980 00

300 00

1,888 00

Carried forward

$22,574 80 $3,287 68

246 City Document No. 26.

Brought forward . . . $22,574 80 $3,287 68
Less 15 per cent retained, 3,386 22

Amount paid to W. A. & H. A.
Root, Inc.:

Contract price, widening

bridge .... $4,085 00
638 pounds supplementary re-
inforced rods @ 3c. . 19 14
60.4 cubic yards supplementary

concrete® $7 . . 422 80

30 square yards supplemen-
tary waterproofing @
65c 19 50

72.4 linear feet resetting edge-

stone @ 50c. . . . 36 20

74 hours, redressing edge-
stone, @ 75c. . . 55 50

60.5 square yards artificial

stone sidewalks @
$1.62 .... 98 01

Extra work — Building
sewer under subway:
150.5 hours, foreman,

@ 79T\c. . $119 72
704 hours, men, @

35c. .
304 hours, men, @
30c. .
53 barrels Portland
cement @
$1.85
46 tons broken stone

@ $1.50 .
21 cubic yards sand
@ $1.25 .
Water for con-
crete
Use of tools
20 days' use of gaso-
lene pump,
hose, gasolene
and oil @ $1 . 20 00
20 days' use of der-
rick, chain fall
and hopper

246

40

91

20

98

05

69

00

26

25

5
34

00
32

19,188 58

$1 _. . _ .

20 00

Teaming, 6 trips

@$3

18 00

20 pounds oakum @

3|c. . . .

70

1,359 feet B.M. boards

@ $10 .

13 59

5,000 feet B. M. plank

@ $10 .

50 00

$812 23

Plus 15 per cent,

121 83

934 06

^ fi7f) °1

0,U i \J &X-

$28,146 47

Carried forward

. $28,146 47

Public Works Department. 247

Brought forward $28,146 47

Credit: Blocks, 76,600, old

granite . . . $1,532 00

Edgestone, 184 feet, old,
and 5 large corners,
old ... . 79 40

Flagging, 336 feet 11

inches, old . . 119 49

1,730 89

$26,415 58

Thatcher street extension, Hyde Park. Graded

Labor, excavating

Labor, filling . .

Labor, drilling and blasting
Labor, clearing and cutting trees

(Work unfinished.)

$10 00

19 34

113 83

37 50

$180 67

Tunnel under railroad tracks, between Boylston and Green streets, Jamaica
Plain. (Lawndale Terrace.)

Engineering $607 18

Inspection 115 04

Engineering expense 10 15

Amount paid to James D. Kelly, under
contract:
Contract price . . . $5,800 00
9.6 cubic yards rock excavation

@ $4 38 40

$5,838 40
Extra work done under order

dated December 18, 1912 . 1,000 00

Extra work done under order

dated March 1, 1913 . 82 60

$6,921 00
Deduct for liquidated dam-
ages, 4 days @ $25 . . 100 00

$6,821 00
Amount paid in 1912 . . 1,086 64

Amount paid to N. Y., N. H.

& H. R. R. Co. for amount

agreed upon for labor and

material account of false

work $5,600 00

For labor and material used

in building fence, account

of Lawndale terrace sub-
way 160 82

5,734 36

5,760 82

$12,227 55

Union Park street, between Washington street and Harrison avenue.
Length, 227 linear feet. Area, 2,720 square yards. This street was
widened, edgestone set, flagging crosswalks laid, asphalt pavement
laid and artificial stone sidewalks constructed.

Engineering $116 34

Inspection 105 00

Carried forward $221 34

248

City Document No. 26.

Brought forward
Engineering expense .
Advertising .
Labor, handling stock
Templets
Teaming
Edgestone, 273 feet 2 inches straight, 292 feet

3 inches circular and 2 large corners .
Flagging, 4 feet 2 inches ....
Amount paid to Fred S. & A. D. Gore Corpora-
tion, under contract:
273 linear feet straight edge-
stone hauled and set @

19c

98 linear feet circular edge-
stone set @ 15c.
644 linear feet existing edge-
stone reset @ 15c. _ .
193 square yards existing
granite block paving
relaid, gravel joints, @
50c

23 square yards existing

granite block paving
relaid, pitch joints, @

95c

8 square yards existing flag-
ging crosswalks relaid,
gravel joints, @ 50c. .

24 square yards flagging

crosswalks hauled and
laid, pitch joints, in-
cluding concrete base,
@ $2.25
2,410 square yards concrete
base bituminous con-
crete binder and as-
phalt wearing surface
furnished and laid @
$2.57 ....

50 square yards bituminous
concrete binder and as-
phalt wearing surface
furnished and laid @
$1.85 . . ...

29 square yards existing
brick sidewalks relaid

@ 50c

10,115 square feet artificial stone
sidewalks furnished
and laid @ 15|c. .

12 square yards wood block
pavement furnished
and laid @ $3.75
Extra work — Furnish
and lay extra bitumi-
nous binder where di-
rected :
2 cubic yards extra bitumi-
nous binder furnished
and laid @ $11 .

$221

34

15

07

4

10

6

GO

8

27

5

30

t

313

97

3

33

$51 87
14 70
96 60

96 50

21 85

4 00

54 00

6,193 70

92 50

14 50

1,567 83

45 00

22 00

Carried forward

$8,275 05 $577 98

Public Works Department. 249

Brought forward . . . $8,275 05 $577 98

Extra work — Shift and
dress edgestone as di-
rected:
5^ hours, stonecutter, @

62|c 3 44

1 hour, paver, @ 62Jc. . 63

3 hours' labor @ 25c. . 75

Plus 15 per cent on $4.82, 72

$8,280 59

jss 5 feet 1 inch circular

edgestone broken by

contractor @ $1.20 .

6 10

8,274 49

5,852 47

250

City Document No. 26.

STREETS CONSTRUCTED OR IN THE PROCESS
OF CONSTRUCTION UNDER CHAPTER 393
OF THE ACTS OF 1906, AND THE COST
CHARGED TO THE APPROPRIATION FOR
HIGHWAYS, MAKING OF.

Appian way, between Franklin and Raymond streets. Length, 426 linear
feet. Area, 807 square yards. Six-inch tar macadam roadway con-
structed, edgestone set, block gutters paved, flagging crosswalks laid
and artificial stone sidewalks constructed.

Engineering

$108 44

Inspection

122 50

Engineering expense ....

2 00

Advertising

5 96

Labor, handling stock

13 89

Edgestone, 817 feet 8 inches straight

2 large

corners, 44 feet 8| inches circular .

605 96

Flagging, 89 feet 11 inches

70 14

Blocks, 8,820, old granite .

176 40

Amount paid to John J. Lane, under contract:

Removing trees, bushes,

stumps, etc. .

$0 01

447 cubic yards earth excava-

tion @ 50c. .

223 50

828 linear feet straight edge-

stone and corners

hauled and set @ 35c,

289 80

45 linear feet circular edge-

stone set @ 15c. .

6 75

6 linear feet existing edge-

stone reset @ lc. .

6

243 square yards granite block

paving hauled and laid

@ 75c. . _ . _ .

182 25

20 square yards existing gran-

ite block paving relaid

@ lc. . . . .

20

18 square yards flagging

crosswalks hauled and

laid @ $1

18 00

506 square yards tar macadam

surface furnished and

placed @, 90c.

455 40

3,312 square feet artificial stone

sidewalks furnished and

laid @ 16c. .

529 92

3 covers reset @ $3

9 00

1,714 89

$2,820 18

Arlington street, from Boylston street to Columbus avenue. (Unfinished
work from 1912.)

Engineering $13 00

Engineering expense

Carried forward

30
$13 30

Public Works Department.

251

$13 30

38 50

110 60

155 93

$318 33

Brought forward ....
Edgestone, 55 feet ....
Gravel, 49 double loads and 52J tons
Teaming

Armington street, between Webster street and Brighton avenue. (Not
completed.) Length, 570 linear feet. Area, 1,263 square yards.
Six-inch tar macadam roadway constructed, edgestone set, block
gutters paved, flagging crosswalks laid and artificial stone sidewalks
constructed. (Walks unfinished.)

Engineering $128 91

Inspection 52 50

Engineering expense 1 75

Advertising 8 13

Edgestone, 1,052 feet 7 inches straight,

small corners, 36 feet 1 inch circular
Flagging, 135 feet

Blocks, 400, old granite
Labor, handling stock
Amount paid to A. J. & G. H. McMurtry,
under contract:

Preparing site ... $3 00

500 cubic yards earth excava-
tion @ 60c. . . . 300 00
1,034 linear feet straight edge-
stone and corners
hauled and set @ 15c. . 155 10
24 linear feet circular edge-
stone set @ 10c. . . 2 40
59 linear feet existing

edgestone reset @ 5c, 2 95

28 square yards granite block

paving hauled and laid

@ 55c. .... 15 40

29 square yards flagging

crosswalks hauled and

laid @ 60c. ... 17 40

1,207 square yards tar macadam

surface furnished and

placed @ 65c. . . 784 55

4,400 square feet artificial stone

sidewalks furnished and

laid (unfinished) @ 7c, 308 00

2 covers reset @ $3 . . 6 00

Less amount retained

$1,594 80
239 22

786 63
105 30
8 00
20 58

1,355 58

$2,467 38

Audubon road, between Ivy and Mountfort streets. Length, 346 linear
feet. Area, 1,663 square yards. Six-inch asphalt macadam roadway
constructed, edgestone set, block gutters paved and artificial stone
sidewalks laid.
Engineering $176 83

Inspection
Engineering expense .
Advertising .
Labor, handling stock

Carried forward

115 50

2 55
5 57

3 03

$303 48

252

City Document No. 26.

Brought forward

Flagging, 205 feet 5 inches

Edgestone, 156 feet 8 inches straight, 183 feet circular, 4

large corners

Blocks, 7,700, old granite

Credit: 57 feet 4 inches old circular edgestone

$303 48
160 23

353 27
154 00

$970 98
34 40

$936 58

No payment made on contract.

B street, from Fargo street to Congress street. Work done in 1912.

Engineering expense $0 70

Bricks, 38,784 503 94

$504 64

Ballou avenue, from Woodrow avenue to Willowwood street
started.)
Engineering ....
Engineering expense .
Advertising ....
Teaming ....
Blocks, 42,450, old granite

(Work not

$207 39

1 00

7 83

99 60

849 00

$1,164 82

Barrymore street, between Blue Hill avenue and Harvard street. Length,
271 linear feet. Area, 783 square yards. Six-inch tar macadam road-
way constructed, edgestone set, block gutters paved, nagging cross-
walks laid and artificial stone sidewalks constructed.

Engineering $58 92

Inspection 199 50

Engineering expense 1 85

Labor, handling stock 9 60

Teaming 8 80

Edgestone, 530 feet 1 inch straight, 38 feet

1 1 inches circular, 2 small corners . . 424 25

Flagging, 110 feet 88 00

Blocks, 7,470, old granite 151 42

Amount paid to Fred S. & A. D. Gore Corpo-
ration, under contract:

Removing trees, bushes,

stumps, etc. ... $1 00

358 cubic yards earth excava-
tion @ 73c. ... 261 34
4| cubic yards rock excava-
tion @ $3.25 . . 14 63
532 linear feet straight edge-
stone hauled and set @

21c Ill 72

46 linear feet circular edge-
stone set @ 13c. . . 5 98
185 square yards granite block
paving hauled and laid
@ 65c. . . . . 120 25
22 square yards existing gran-
ite block paving relaid
@43c

9 46

Carried forward

$524 38

$942 34

Public Works Department. 253

Brought forward

$524 38

$942 34

23 square yards flagging

crosswalks relaid @ 43 c,

9 89

567 square yards macadam

surface furnished and

,

placed @ 69c.

391 23

3,511 square feet artificial stone

sidewalks furnished and

laid @ 13c. .

456 43

3 covers reset @ $3 .

9 00

1,390 93

2,333 27

Bentham road, between Draper street and Robinson avenue. Length, 270
linear feet. Area, 720 square yards. Six-inch tar macadam roadway
constructed, edgestone set, block gutters paved, nagging crosswalks
laid, artificial stone sidewalks constructed.

Engineering

Inspection

Engineering expense

Labor, handling stock

Edgestone, 511 feet 6 inches straight, 46 feet
8§ inches circular

Flagging, 100 feet 1 inch ....

Blocks, 7,750, old granite ....

Amount paid to James Doherty, under
contract :

$54 10

94 50

1 80

8 70

399 70
80 07
93 00

Removing trees, bushes,

etc

$5 00

290 cubic yards earth excava-

tion @ 50c. .

145 00

518 linear feet straight edge-

stone hauled and set @

20c

103 60

40 linear feet circular edge-

stone set @ 15c. .

6 00

4 linear feet existing edge-

stone reset @ 12c.

48

260 linear feet crushed stone

and concrete founda-

tion furnished and laid

@ 15c. .

39 00

197 square yards granite block

paving hauled and laid

@ 65c. . . .

128 05

4 square yards existing gran-

ite block paving relaid

@ 40c

1 60

21 square yards flagging

crosswalks hauled and

laid @ 72c. .

15 12

516 square yards tar macadam

surface furnished and

placed @ 82c.

423 12

162 square feet artificial stone

sidewalks furnished and

laid @ 13c. .

21 06

2 covers reset @ $3 .

6 00

191 square yards loam spaces

placed and seeded @

10c

19 10

Carried forward . . . $913 13 $731 87

254

City Document No. 26.

Brought forward
10.7 cubic yards loam furnished
@ $1.10

13 $731 87

11 77

924 90

L,656 77

Binney street, Longwood avenue to Francis street. Work not started.

Engineering $110 85

Engineering expense 90

Advertising 6 17

$117 92

Brainerd road, between Harvard avenue and Warren street. Length,
1,816 linear feet. Area, 6,480 square yards. Six-inch tar macadam
roadway constructed, edgestone set, block gutters paved, flagging
crosswalks laid and artificial stone sidewalks constructed.

Engineering ....

$238 64

Inspection .....

315

00

Engineering expense

4

80

Labor, handling stock

49

58

Teaming

1

44

Edgestone, 3,362 feet 2 inches s

;raight, 6

small corners, 145 feet 1\ inches circular .

2,455

36

Flagging, 730 feet 10 inches .

584

67

Blocks, 4,492 new and 45,329 old g

ranite

1,221

02

Amount paid to James Dohert

y, under

contract :

Removing trees, bushes,

stumps, etc.

$5 00

2,373 cubic yards earth ex-

cavation @ 45c.

1,067 85

4 cubic yards rock excava-

tion @ $3 . . _ .

12 00

3,311 linear feet straight

edgestone hauled and

set @ 19c. .

629 09

166 linear feet circular

edgestone set @ 13c,

21 58

136 linear feet existing

edgestone reset @

13c

17 68

1,280 square yards granite

block paving hauled

and laid @ 67 c.

857 60

63 square yards existing

granite block paving

relaid @ 37c.

23 31

158 square yards flagging

crosswalks hauled and

laid @ 79c. . _ .

124 82

6 square yards existing

flagging crosswalks

relaid @ 40c.

2 40

4,973 square yards tar maca-

dam surface furnished

and placed @ 81c. .

4,028 13

21,642 square feet artificial

stone sidewalks fur-

nished and laid @

13c

2,813 46

25 covers reset @ $3

75 00

Carried forward

),677 92

1,870 51

Public Works Department. 255

Brought forward . . . $9,677 92 $4,870 51

Extra work — Remove
unsuitable material
below subgrade:
36 hours' labor @ 25c.
Plus 15 per cent on $9,
\ day, single team, @
$3.50 ....

9 00
1 35

1 75

9,690 02

$14,560 53

Brookdale street, from Florence street to Sycamore street. (Work not
started.)

Engineering $82 48

Engineering expense 50

$82 98

Brookview street, between Blue Hill avenue and Harvard street. Length,
533 linear feet. Area, 2,014 square yards. 6-inch tar macadam
roadway constructed, edgestone set, block gutters paved, flagging
crosswalks laid, and artificial stone sidewalks constructed.

Engineering

$92

18

Inspection

101

50

Engineering expense ....

2

15

Labor, handling stock

15

29

Edgestone, 1,010 feet straight and

18 feel

9 inches circular ....

708

90

Flagging, 139 feet 8 inches

110

94

Blocks, 11,885, old granite

248

96

Amount paid to James Doherty,

under

contract :

Removing trees, bushes,

stumps, etc. .

$5 O

869 cubic yards earth excava-

tion @ 50c. .

434 5i

4| cubic yards rock excava-

_ tion @ $3

13

50

1,020 linear feet straight edge-

stone hauled and set @

20c

204

00

19 linear feet circular edge-

stone set @ 13c. .

2

47

20 linear feet existing edge-

stone reset @ 13c. .

2

60

365 square yards granite block

paving hauled and laid

@ 70c. ...

255

50

27 square yards existing gran-

ite block paving relaid

@ 35c

9

45

30 square yards flagging

crosswalks hauled and

laid @ 81c. .

24

30

1,635 square yards tar macadam

surface furnished and

placed @ 81c. . . 1,324

35

5,273 square feet artificial stone

sidewalks furnished and

laid @ 13c. .

685

49

6 covers reset @ $3 .

18

00

Carried forward . . . $2,979 16 $1,279 92

256

City Document No. 26.

Brought forward

Extra work — Omit arti-
ficial stone sidewalks
where directed and fur-
nish, place and seed
loam spaces :
257 square yards loam spaces
furnished, placed and
seeded, @ 45c. .
18 hours' labor (removing
cinders) @ 25c. .
Plus 15 per cent on $4.50 .
1 day, double team, @ $5.50,
Extra work — Haul sur-
p 1 u s excavation to
Dumas street:
382 tons material hauled to
Dumas street, one-half
mile overhaul, per half
mile, per ton (Section 1,
Article E), @ lie. .

Less amount charged to
Dumas street .

2,979 16

1,279 92

115 65

4 50
68

5 50

42 02

5,147 51
42 02

3,105 49

1,385 41

Bynner street, between South Huntington avenue and Day street. Length,
716 linear feet. Area, 2,116 square yards. Six-inch tar macadam
roadway constructed, edgestone set, block gutters paved, flagging
crosswalks laid and artificial stone sidewalks constructed.

Engineering

Inspection

Engineering expense .
Advertising .
Labor, handling stock
Blocks, 19,200 old granite
Flagging, 83 feet
Edgestone, 1,249 feet 4 inches straight, 44
feet 9 inches circular, and 2 small

corners

Amount paid to J. C. Coleman & Sons Com-
pany, under contract:

Removing trees, bushes,

stumps, etc. ... $1 00

962 cubic yards earth excava-
tion @ 70c. . . . 673 40
50 cubic yards rock excava-
tion @ $4 200 00
1,241 linear feet straight edge-
stone hauled and set @
30c. . _ . . . 372 30
45 linear feet circular edge-
stone set @ 20c. . . 9 00
201 linear feet existing edge-
stone reset @ 15c. . 30 15
439 square yards granite block
paving hauled and
laid @ 80c.

Carried forward

351 20
L,637 05

$170 64

141 00

3 75

7 01

20 09

374 82

66 14

885 46

1,668 91

Public Works Department.

257

Brought forward

$1,637 05 $1,668 91

112 square yards existing

granite block paving re-

laid @ 50c. . •■;-■•

56 00

18 square yards flagging

crosswalks hauled and

laid @ $1 m. > .

18 00

40 square yards existing flag-

ging crosswalks relaid

@ 50c

20 00

1,586 square yards tar macadam

surface furnished and

placed @ 80c.

1,268 80

9,023 square feet artificial stone

sidewalks furnished and

laid @ 15c. .

1,353 45

4 covers reset @ $3 .

12 00

Extra work — Cut con-

crete from in front of

poles in edgestone

trench :

3 days' labor @ $2

6 00

Plus 15 per cent on $6

90

Extra work — Cut gutter-

mouths where directed

and replace round basin

covers with new covers

furnished by Sewer

Service :

2 days, stonecutter, @

$4.80 ....

9 60

1 day, mason, @ $5.60

5 60

2 days, helper, @, $2.50 .

5 00

Plus 15 per cent on

$20.20 ....

3 03

*±)OuD 4:0

,064 34

Calumet street, between Parker Hill avenue and Hillside street (unfinished)..
Length, 1,201 linear feet. Area, 4,336 square yards. (Work
unfinished.) Six-inch tar macadam roadway constructed, edgestone
set, block gutters paved, flagging crosswalks laid and artificial stone,
sidewalks constructed.

Engineering .

Inspection

Engineering expenses .

Labor, handling stock

Advertising .

Flagging, 440 feet 9 inches

Edgestone, 1,765 feet straight, 621 feet 8

inches circular .
Blocks, 39,810 old granite
Amount paid to James Doherty, under
contract :

Removing trees, bushes,
stumps, etc.
2,000 cubic yards earth excava-
tion @ 87c. .
43 cubic yards water-box
excavation @ $1

$5 00
1,740 00

43 00

$332 82
231 00

5 90
32 69

6 81
343 78

1,891 16
712 26

Carried forward

$1,788 00 $3,556 42

258 City Document No. 26.

Brought forward . . . $1,788 00 $3,556 42
2 cubic yards rock excava-
tion @ $4 . 8 00
1,700 linear feet straight edge-
stone and corners
hauled and set @ 23c, 391 00
600 linear feet circular edge-
stone set @ 15c. . . 90 00
80 linear feet existing edge-
stone reset @ 14c. . 11 20
50 linear feet crushed stone
and concrete founda-
tion furnished and
placed @ 15c. . _ . 7 50
870 square yards granite
block paving hauled
and laid @ 65c. . . 565 50
20 square yards existing
granite block paving
relaid @ 45c. . . 9 00
95 square yards flagging
crosswalks hauled and
laid @ 85c. . . _ . 80 75
5 square yards existing
crosswalks relaid @

50c 2 50

2,850 square yards tar mac-
adam surface fur-
nished and placed @
87c. . . ... 2,479 50

26 square yards existing
brick sidewalks relaid
@ 30c. ... . 7 80

13,500 square feet artificial stone
sidewalks furnished
and laid @ 15c. . . 2,025 00

11 covers reset @ $3 . . 33 00

250 linear feet ground water
drain furnished and
laid @ 46c. ... 115 00

',613 75

Less 15 per cent re-
tained . . . 1,142 06

6,471 69
$10,028 11

Church street, between Boylston and Providence streets. Length, 150
linear feet. Area, 440 square yards. Roadway paved with wood
block on a concrete base and artificial stone sidewalks were con-
structed.

Engineering

$46 69

Inspection

24 50

Engineering expense .

95

Advertising

3 90

Blocks, 20,000 * .

980 00

Gravel, 36 double loads

50 40

Teaming

45 20

Carried forward

$1,151 64

* These blocks will not be used and account will be credited in 1914.

Public Works Department.

Brought forward $1,151 64

Amount paid to Coleman Brothers, under
contract :

440 square yards wood block
pavement furnished and
laid @ $3.90
1,614 square feet artificial stone
sidewalks furnished and
laid @ 17c. .

Credit: Blocks, 11,200, old
granite
Bricks, 4,300, old

259

$1,716 00

274 38

1,990 38

$3,142 02

$224 00
30 10

254 10

2,887 92

Chestnut street, Brimmer street to Charles River Embankment. (Work
not started.)

Engineering $60 60

Engineering expense 10

$60 70

Clement avenue, Anawan avenue to Clement avenue.
Engineering

(Work not started.)
$41 34

Clement avenue, Meredith street to Clement avenue. (Work not started.)
Engineering $41 34

$52 67

141

75

1

15

6

76

12 47

90 00

577

66

21

93

3

25

Clement avenue, between Stratford and Park streets. Length, 437 linear
feet. Area, 1,309 square yards. Six-inch tar macadam roadway
constructed, edgestone set, block gutters paved, flagging crosswalks
laid and artificial stone sidewalks constructed.

Engineering

Inspection

Engineering expense ....

Advertising

Labor, handling stock
Blocks, 4,500, old granite .
• Edgestone, 762 feet 2 inches straight, 6 small
corners, 65 feet circular .
Flagging, 60 feet 11 inches

Steam roller

Amount paid to Thomas F. Minton, under
contract :

Removing trees, bushes,
stumps, etc. ... $10 00

315 cubic yards subgrading
(earth excavation) @

50c 157 50

9 cubic yards water-box

excavation @ $1 . . 9 00

1\ cubic yards rock excava-
tion @ $2 3 00
779 linear feet straight edge-
stone and corners hauled
and set @ 28c. . . 218 12

Carried forward . . . $397 62

$907 64

260

City Document No. 26.

Brought forward
65 linear feet circular edge-
stone set @ 25c. .
280 square yards granite block
paving hauled and laid
@ $1.15 .
37 square yards existing
granite block paving
relaid @ 45c.

13 square yards flagging

crosswalks hauled and
laid @ $1 . . _ .

14 square yards existing

flagging crosswalks re-
laid @ 50c. .
1,055 square yards tar macadam

surface furnished and

placed @ 77 c.
5,880 square feet artificial stone

sidewalks furnished and

laid @ 16c. .
179 square feet artificial stone

driveways furnished and

laid @ 17c. .
2 covers reset @ $3

Less I day steam roller

$397 62

16

25

322

00

16

65

13

00

7

00

812

35

860

80

30
6

43

00

)7 64

,482 10
3 75

2,478 35

$3,385 99

Clermont street, from Bailey street to Fuller street.

Engineering

Engineering expense

Advertising

(Work not started.)
$42 35
50
7 93

$50 78

Cliftondale street, between Kittredge street and Norfolk streets. Length,
951 linear feet. Area, 2,747 square yards, 6-inch Bermudez asphalt
macadam roadway constructed, edgestone set, block gutters paved,
flagging crosswalks laid and artificial stone sidewalks constructed.

Engineering .

Inspection

Engineering expense .

Advertising .

Labor, handling stock

Blocks, 23,950, old granite

Flagging, 226 feet 3 inches

Edgestone, 1,786 feet 9 inches straight, 82 feet

3 inches circular, 1 1 small corners
Amount paid to Thomas F. Minton, under
contract:
12 trees removed @ $10
2,269 cubic yards earth excava-
tion @ 65c. .
10 cubic yards water-box

excavation @ $1
26 cubic yards rock excava-
tion @ $2 .

$120 00

1,474 85

10 00

52 00

$166 69

252 00

2 70

4 00

30 27

479 00

176 47

1,323 64

Carried forward

1,656 85 $2,434 77

Public Works Department. 261

Brought forward . . $1,656 85 $2,434 77

1,804 linear feet straight edge-
stone and corners
hauled and set @ 28c, 505 12

83 linear feet circular edge-
stone set @ 25c. . 20 75
672 square yards granite
block paving hauled
and laid @ $1.15 . 772 80
29 square yards existing
granite block paving
relaid @ 45c. . . 13 05
49 square yards flagging
crosswalks hauled and
laid @ $1.50 . . 73 50
22 square yards existing
flagging crosswalks re-
laid @ 75c. ... 16 50
1,968 square yards asphalt
macadam surface fur-
nished and placed @
$1.05 . . . . 2,066 40
12,079 square feet artificial
stone sidewalks fur-
nished and laid @ 16c, 1,932 64
365 square feet artificial
stone driveways fur-
nished and laid @ 16c, 58 40
12 covers reset @ $3 . _ . 36 00
Extra work — Raise
manhole covers over
6 inches:
2 manhole covers raised

over 6 inches @ $6 . 12 00

Extra work — Construct
driveways not shown
on plan :
1 1 days, stonecutter,
@$4.80
§ day's labor @ $2 .

Plus 15 per cent on $10,
k dav, double team, @ $6,

),613 28

9 00

1 00

1 50

3 00

7,178 51

Colonial avenue, from Talbot avenue to New England avenue. (Work
not started.)

Engineering

Engineering expense

Advertising

Blocks, 16,475, old granite ....

Cottage street, from Gove street to Porter street.

Engineering
Engineering expense
Advertising .

$103 22

1 00

5 37

260 10

$369 69
rted.)

$66 04

7ork not sta

$61 68

78

3 58

262

City Document No. 26.

Crossman street, between Norfolk street and West Selden street. Length,
696 linear feet. Area, 2,125 square feet. Roadway excavated,
edgestone set and gutters paved. (Street not finished.)

Engineering .

Inspection .

Engineering expense .

Advertising .

Labor, handling stock

Flagging, 260 feet 1 inch

Edgestone, 1,100 feet 2 inches straight, 174

feet 6 inches circular, 4 small corners
Blocks, 19,750, old granite
Repairing iron fence
Amount paid to James Doherty, under
contract :

Removing trees, bushes,

stumps, etc. . . . $25 00

350 cubic yards earth exca-
vation @ 65c. . . 227 50
1,000 linear feet straight edge-
stone and corners
hauled and set @ 23c, 230 00
100 linear feet circular edge-
stone set @ 15c. . . 15 00
300 square yards granite block
paving hauled and laid
@ 75c

Less 15 per cent retained

225 00

$722 50
108 38

$219 71

129 50

4 55

6 76

30 35

202 86

947 91

395 00

15 60

614 12

$2,566 36

Dalrymple street, between Egleston and Boylston streets. (Work done in
1912.) Length, 784 linear feet. Area, 2,265 square yards. Con-
structed 6-inch tar macadam roadway, edgestone set, block gutters
paved, flagging crosswalks laid and artificial stone sidewalks con-
structed.

Engineering $2 50

Amount paid to John Kelly Company, under
contract :

Removing trees, bushes,

stumps, etc. . . < . $1 00

1,169 cubic yards subgrading
(earth excavation) @

60c 701 40

11| cubic yards subgrading
(rock excavation) @
$1.75 .... 20 13

999 linear feet straight edge-
stone hauled and set @

15c 149 85

61 linear feet circular edge-
stone set @ 10c. . . 6 10
144 linear feet existing edge-
stone reset @ 10c. . 14 40
545 linear feet crushed stone
and concrete founda-
tion furnished and
placed @ 40c. . . 218 00

Carried forward . . . $1,110 88

$2 50

Public Works Department. 263

Brought forward . _ . . $1,110 88 $2 50

149 square yards existing gran-
ite block paving relaid

@ 35c 52 15

14 square yards flagging
crosswalks hauled and
laid @ $1 14 00

10 square yards existing flag-
ging crosswalks relaid

@ 45c 4 50

7,103 square feet artificial stone
sidewalks furnished and
laid @ 14fc. . . . 1,047 69

7 covers reset @ S3 . . 21 00

Extra work — Haul pav-
ing blocks from Dimock
Street Yard instead of
from Massachusetts ave-
nue lot:
406 square yards granite block
paving hauled and laid

@ 58c 235 48

Extra work — Omit water-
bound macadam road-
way and substitute tar
macadam roadway:
1,788 square yards tar macadam
surface furnished and
placed @ 80c. . . 1,430 40

Extra work — Reset
edgestone and lay gran-
ite block gutter on Egle-
ston street, northwest
corner Dalrymple
street:
64 linear feet existing edge-
stone reset @ 10c. . 6 40
21 square yards granite block
paving hauled and laid

@ 58c 12 18

Extra work — Dress
edgestone as directed:
1| days, stonecutter, @ $5 . 7 50

Plus 15 per cent on $7.50, 1 13

5,943 31

Less \ day, city stone-
c utter (cutting flag-
ging), @ $3 . 1 50

$3,941 81
Less amount paid in 1913, 3,737 95

203 86
$206 36

Dawes street, between East Cottage and Willis streets. Length, 429 linear
feet. Area, 952 square yards. Six-inch tar macadam roadway
constructed, edgestone set, block gutters paved, flagging crosswalks
laid and artificial stone sidewalks constructed.

Engineering $131 14

Inspection 98 00

Carried forward $229 14

264 City Document No. 26.

lw a $229 14

Brought forward 1 80

Engineering expense ■ g 56

Advertising 19 48

Labor, handling stock . . • • ■

Edgestone, 701 feet 4 inches straight, 29 feet Qg

3 inches circular 72 07

Flagging, 90 feet 1 inch ^ QQ

Steam roller . • • • ' ' '

Amount paid to Jeremiah J. McCarthy
Company, under contract:
Removing trees, bushes,

stumps, etc. . J1 uu

482 cubic yards earth excava-

tion © 60c. ... 289 2U

695 linear feet straight edge-
stone hauled and set @
20c. • • • •

30 linear' feet circular edge-

stone set © 20c. . . 6 00

25 linear feet existing edge-

stone reset © 20c. . 5 00

273 square yards granite block
paving hauled and laid
@ 60c. . • • . • • lb6 su
39 square yards existmg
granite block paving re-
laid @ 50c. .... 19 50

19 square yards flagging
crosswalks hauled and
laid @ $1 • ■ ■ 19 00

688 square yards tar macadam
surface furnished and
placed © 85c. ... 584 80

3,153 square feet artificial
stone sidewalks fur-
nished and laid © 15c, 472 95

4 covers reset @ $3 . - 12 00

Extra work — Raise man-
hole over 6 inches to
grade :
Manhole raised over 6

inches • • 5 00

Extra work — Raze wall
at Brewer estate :
1| days, foreman, @ $4 . 6 00

15 days' labor ® $2 . • 30 00

Plus 15 per cent on $36 . o *"

1J days, double team, © $6, / ou

l| days, single team, ©

$3.50 . 4 ^x

$1,770 96
Less 3 days' use of city

steam roller © $15 . 45 00 j ?25 Q6

Credit: Blocks, 525, old granite, $10 50

Edgestone, 4 feet, old,

1 large corner . . 4 4U

$2,619 04
14 90

$2,604 14

Public Works Department.

265

Denton terrace, from Washington street to Kittredge street. (Work not
started.)
Engineering $72 18

Dexter street, from Alford street to the Everett line. Length, 100 linear
feet. Area, 391 square yards. 6-inch tar macadam roadway con-
structed, edgestone set, block gutters paved, brick walks relaid
and crushed stone sidewalks built. Work done by department force.

Labor, excavating, setting and resetting edge-
stone

Labor, excavating and relaying brick walks

Labor, excavating and repaving gutters .

Labor, excavating and relaying crosswalks

Labor, spreading crushed stone on roadway

Labor, spreading crushed stone on sidewalk

Labor, engineering

Sand and gravel

Tarvia, 888 gallons

Flagging, 9 feet 3 inches

Crushed stone, 107.8 tons

Teaming

Engineering .

Steam roller, rolling .

Edgestone, 200 feet straight

$69 59
2 95
8 96
16 17
58 92
26 08
25 18

6 40
71 88

7 40
154 15

29 75
30

30 00
156 00

$663 73

Dillaway street, from Hollis street to Dix place.

Engineering

Engineering expense

(Work not started.)
$49 55
1 00
$50 55

Don street, between Woodrow avenue and Callender street. Length, 315
linear feet. Area, 910 square yards. Six-inch tar macadam roadway
constructed, edgestone set, block gutters paved, nagging crosswalks
laid, and artificial stone sidewalks constructed.

Engineering

$101

56

Inspection

66

50

Engineering expense .

2

85

Advertising

6

56

Labor, handling stock

8

78

Edgestone, 584 feet straight

407

39

Flagging, 9 feet, old .

3

24

Blocks, 8,675 old granite .

173

50

Amount paid to Boston Paving (

Company

J

under contract:

Removing trees, bushes,

stumps, etc. .

$5 0(

)

442 cubic yards earth excava-

tion @ 79c. .

349 IS

I

578 linear feet street edgestone

hauled and set @ 23c,

132 9-

L

80 linear feet existing edge-

stone reset @ 15c.

12 0(

)

196 square yards granite block

paving hauled and laid

@ 75c. ...

147 0(

)

34 square yards existing gran-

ite block paving relaid

@ 50c

17 0(

)

Carried forward

12 $770 38

266 City Document No. 26.

$770 38

Brought forward

$663 12

2 square yards flagging cross-

walks hauled and laid'©

90c

1 80

10 square yards existing flag-

ging crosswalks relaid @

50c

5 00

665 square yards tar macadam

surface furnished and

placed @ 83c.

551 95

3,899 square feet artificial stone

sidewalks furnished and

laid @ 15c. .

584 85

7 covers reset © $3

21 00

1,827 72
$2,598 10

Dumas street, between Willowwood and Mascot streets. Length, 440
linear feet. Area, 1,628 square yards. Six-inch tar macadam road-
way constructed, edgestone set, block gutters paved, flagging cross-
walks laid and artificial stone sidewalks constructed.

Engineering $111 51

Inspection 85 75

Engineering expense 2 55

Labor, handling stock 3 75

Edgestone, 658 feet 10 inches circular, 2 small

corners, 22 feet straight 817 06

Flagging, 146 feet 116 80

Blocks, 14,790, old granite .... 266 81

Teaming surplus material .... 48 95

Amount paid to James Doherty, under
contract:

Removing trees, bushes,

stumps, etc. . . . $10 00

363 cubic yards earth excava-
tion © 45c. ... 163 35
9 cubic yards rock excava-
tion © $3.50 . . . 31 50
103 linear feet straight edge-
stone hauled and set @

19c 19 57

666 linear feet circular edge-
stone set @ 12c. . . 79 92
158 linear feet existing edge-
stone reset © lie. . 17 38
283 square yards granite block
paving hauled and laid
© 69c. ..... ■ 195 27

97 square yards existing gran-
ite block paving relaid

@ 33c 32 01

36 square yards flagging
crosswalks hauled and
laid © 69c. ... 24 84

67 square yards existing flag-
ging crosswalks relaid ©

40c 26 80

1,318 square yards tar macadam
surface furnished and
placed @ 81c. . . 1,067 58

Carried forward . . . $1,668 22 $1,453 18

Public Works Department. 267

Brought forward

$1,668 22

$1,453 18

5,549 square feet artificial stone

sidewalks furnished and

laid @ 13c.

721 37

59 square feet artificial stone

driveways furnished and

laid @ 13c. .

7 67

4 covers reset @ $3 .

12 00

Extra work — Grade ap-

proach to Mountain

avenue to conform to

Dumas street:

12 hours' labor @ 25c. .

3 00

Plus 15 per cent on $3

45

2,412 71

?,865 89

Emmons street, between Paris and Chelsea streets. Length, 320 linear feet.
Area, 924 square yards. Construct 6-inch tar macadam roadway,
edgestone set, block gutters paved, flagging crosswalks laid and
artificial stone sidewalks constructed.

Engineering $73 78

Inspection 203 00

Engineering expense 3 17

Advertising 6 76

Edgestone, 558 feet 4 inches straight, 37 feet

8 inches circular and 2 small corners . . 487 91

Flagging, 71 feet old granite .... 28 40

Blocks, 6,400 old granite; 200 new granite . 141 40

Amount paid to Jeremiah J. McCarthy Com-
pany, under contract:

Removing trees, bushes,

stumps, etc. . . . $20 00

362 cubic yards earth excava-
tion @ 70c. . . . 253 40
549 linear feet straight edge-
stone and corners hauled
and set @ 25c. . . 137 25
38 linear feet circular edge-
stone @ 15c . . 5 70
57 linear feet existing edge-
stone reset @ 15c. . 8 55
215 square yards granite block
paving hauled and laid
@ 65c. ... . 139 75
273 square yards existing gran-
ite block paving relaid

@ 50c 136 50

16 square yards flagging
crosswalks hauled and
laid @ $1 . 16 00

28 square yards existing flag-
ging crosswalks relaid @

50c 14 00

666 square yards tar macadam
surface furnished and
placed @ 85c. . . 566 10

34 square yard sexisting brick

sidewalks relaid @ 30c, 10 20

Carried forward . . . $1,307 45 $944 42

268

City Document No. 26.

Brought forward
3,634 square feet artificial stone
sidewalks furnished and
laid @ 15c. .
195 square feet artificial stone
driveways furnished and
laid @ 15c. .
1 cover reset @ $3 .

Less 549 linear feet
straight edgestone
hauled by city @ 5c. .

$1,307 45

$944 42

545 10

29 25
3 00

$1,884 80

27 45

1,857 35

2,801 77

Evans road, between Corey road and Brookline line. Length, 140 linear
feet. Area, 458 square yards. Six-inch tar macadam roadway con-
structed, edgestone set, block gutters paved, flagging crosswalks
laid and artificial stone sidewalks constructed with a loam space.

Engineering

Inspection .

Engineering expense

Advertising .

Teaming

Edgestone, 320 feet 4 inches circular, 17 feet

straight ....
Flagging, 193 feet old granite
Blocks, 605 old granite
Amount paid to John J. Lane, under contract:
Removing trees, bushes,
stumps, etc. .
237 cubic yards earth excava-
tion @ 50c. .
29 linear feet straight edge-
stone hauled and set @

30c

299 linear feet circular edge-
stone set.*
6 linear feet existing edge-
stone reset @ 15c.
97 square yards granite block
paving hauled and laid
@ 75c. ...
42 square yards existing gran-
ite block paving relaid
@ 35c. . . . _ .
29 square yards flagging
crosswalks hauled and
laid @ $1 r m .
4 square yards existing flag-
ging crosswalks relaid

@50c

332 square yards tar macadam
surface furnished and
placed @ 90c.
1,824 square feet artificial stone
sidewalks furnished and
laid @ 16c. .
1 cover reset @ $3

$101

28

31

50

1

00

6

66

9

00

384

50

69

48

12

10

Carried forward

$0 01
118 50

8 70

90

72 75

14 70

29 00

2 00

298 80

291 84
3 00

$840 20

$615 52

* No price bid for this work.

Public Works Department.

269

Brought forward
67 square yards loam spaces

furnished, placed and

seeded @ 25c.

20 $615 52

16 75

856 95

$1,472 47

Gayland street, West Cottage street to Judson street. Length, 603 linear

feet. Area, 1,700 square yards.

sidewalks partially constructed.
Engineering
Inspection .
Engineering expense .
Advertising .
Labor, handling stock
Edgestone, 988 feet straight

Edgestone set, gutters paved and
(Work unfinished.)

$91 53

35 00

40

5 67

14 84

652 08

$799 52

Greenock street, between Blue Hill avenue and Harvard street. Length,
576 linear feet. Area, 1,664 square yards. Six-inch asphalt macadam
roadway constructed, edgestone set, block gutters paved, flagging
crosswalks laid and artificial stone sidewalks constructed.

Engineering

$115 56

Inspection

91 00

Engineering expense .

4 30

Advertising

6 76

Labor, handling stock

17 83

Edgestone, 1,090 feet 4 inches sti

aight, 30

feet 5 inches circular, 4 small corr

lers .

768 07

Flagging, 120 feet 5 inches

96 33

Blocks, 9,825, old granite .

167 70

Teaming

2 48

Amount paid to James Doherty, u

ader con-

tract :

Removing trees, bushes,

stumps, etc. .

$5 00

902 cubic yards earth excava-

tion @ 87c.

784 74

2 cubic yards rock excava-

tion @ $3.25 .

6 50

1,104 linear feet straight edge-

stone hauled and set @

22c. .

242 88

30 linear feet circular edge-

stone set @ 15c.

4 50

24 linear feet existing edge-

stone reset @ 14c.

3 36

285 linear feet crushed stone

and concrete founda-

tion furnished and

placed @ 15c.

42 75

390 square yards granite block

paving hauled and laid

@ 75c

292 50

24 square yards existing gran-

ite block paving relaid

@ 45c. . . . _ .

10 80

26 square yards flagging

crosswalks hauled and

laid @ 85c. .

22 10

Carried forward

1,415 13

1,270 03

270 City Document No. 26.

Brought forward . . . $1,415 13 $1,270 03
1,278 square yards asphalt mac-
adam surface furnished
and placed @ 97c. . 1,239 66

7,209 square feet artificial stone
sidewalks furnished and
laid @ 14|c. . . . 1,045 31

139 square feet artificial stone
driveways furnished and
laid @ 14|c. ... 20 16

11 covers reset @ $3 . . 33 00

3,753 26
$5,023 29

Hadwin way, between Hyde Park avenue and Hammatt road. Six-inch
tar macadam roadway constructed, edgestone set, block paving laid,
flagging crosswalks laid and artificial stone sidewalks constructed.

Engineering

$45 66

Inspection

185 50

Engineering expense

2 35

Labor, handling stock

4 51

Flagging, 45 feet 1 inch

36 07

Edgestone, 256 feet straight, 259 feet 6

inches circular

480 36

Amount paid to West Roxbury Trap Rock
Company, under contract:
Removing trees, bushes,

stumps, etc. . . . $10 00

88 cubic yards subgrading
(earth excavation) @

70c 61 60

418 cubic yards filling fur-
nished @ $1 . . : 418 00
254 linear feet straight edge-
stone hauled and set @

30c 76 20

261 linear feet circular 'edge-
stone set @ 25c. . . 65 25
39 linear feet existing edge-
stone reset @ 25c. . 9 75
22 square yards existing gran-
ite block paving relaid
@ 25c 8 00

10 square yards flagging

crosswalks hauled and

laid @ 40c. ... 4 00

11 square yards existing flag-

ging crosswalks relaid

@ 25c 2 75

469 square yards tar macadam
surface furnished and
placed @ 70c. . . 328 30

2,701 square feet artificial stone
sidewalks furnished and
laid @ 16c. . . . 432 16

Extra work — Omit the
hauling and laying of
granite block paving and
substitute the furnishing
and laying of same:

Carried forward .... $1,416 01 $754 45

Public Works Department.

271

Brought forward . . . $1,416 01 $754 45

181 square yards granite block
paving furnished and
laid @ $2.50 ... 452 50

1,868 51

$2,622 96

Hallet street, between Minot street and New York, New Haven and Hartford
Railroad. Length, 1,858 linear feet. Area, 7,020 square yards.
Six-inch macadam roadway constructed, edgestone set, block gutters
paved, nagging crosswalks laid and artificial stone sidewalks con-
structed.

Engineering $258 05

Inspection

Engineering expense .

Labor, handling stock

Blocks, 6,700, old granite

Bricks . ...

Flagging, 68 feet 3 inches

Edgestone, 2 small corners

Teaming

59

50

3

00

1

02

134

00

215

06

53

24

7

20

3

(JO

$734 07

Amount paid to James Doherty, under
contract :

Removing trees, bushes,
stumps, etc.
1,372 cubic yards earth excava-
tion @ 40c. .
1,124 cubic yards filling fur-
nished @ 10c.
3,563 linear feet straight edge-
stone furnished and set

@ 88c

140 linear feet circular edge-
stone set @ 14c. .
208 linear feet existing edge-
stone reset @ 14c.
1,326 square yards granite
block paving hauled
and laid @ 80c. .
66 square yards existing
granite block paving
relaid @ 40c.
15 square yards flagging
crosswalks hauled and
laid @ 90c. .
5,985 square yards macadam
surface furnished and
placed @ 77 c.
2,440 square yards crushed
stone sidewalks fur-
nished and laid @ 54c,
319 square yards brick side-
walks laid @ 48c.
3 covers reset @ $3 .

Carried forward

$45 00

548

80

112

40

3,135

44

19

60

29

12

1,060

80

26 40

13

50

4,608

45

1,317

60

153
9

12
00

$11,079 23

$11,079 23

$734 07

272 City Document No. 26.

Brought forward . . $11,079 23 $734 07

Extra work — Construct
drop-inlets and sluices
where directed:
15 drop-inlets and sluices

constructed @ $26 . 390 00

Extra work — Furnish
and lay artificial stone
sidewalks where di-
rected, on westerly-
side from Minot street :
2,807 square feet artificial
stone sidewalks fur-
nished and laid @ 16c, 449 12
Extra work — Haul and
place filling:
653 cubic yards filling
hauled and placed @
75c 489 75

L2,408 10

Less amount paid in

1912 . ... 7,588 75

Amount paid to John Kelly Company,
under contract:
25,852 cubic yards filling fur-
nished and placed @

74c $19,130 48

Extra work — Build
approach to Hallet
street from the old
road near the railroad :
5 hours, foreman, @ 62^c, 3 13

41 hours' labor @ 25c. . 10 25

Plus 15 per cent on
$13.38 .... 2 01

10 days, double team, @

62|c. . . . 6 25

Extra work — Build

box culvert to drain
adjacent marsh land :
Box culvert furnished and

built .... 120 00

Less amount
paid in

1911 . . $5,661 00
Less amount

p a id in

1912 . . 12,658 48
Less amount

drawn but

not paid . 952 64

$19,272 12

19,272 12

4,819 35

5,553 42

Hancock and Bowdoin streets, from Winter street to Hancock street.
Length, 220 linear feet. Area, 1,235 square yards. Brick block

$176 84

157 50

4 00

4 40

1 40

24 00

tr

487 80

74 60

14 60

3 25

Public Works Department. 273

roadway constructed, edgestone set, flagging crosswalks laid and
artificial stone sidewalks constructed.

Engineering ....
Inspection ....
Engineering expense .
Advertising ....
Labor, handling blocks
Labor, stonecutter
Edgestone, 406 feet 6 inches circular
Flagging, 93 feet 3 inches .
Blocks, 730, old granite
Steam roller

Amount paid to Central Construction Com-
pany, under contract :
408 linear feet circular edge-
stone set @ 20c. . . $81 60
162 linear feet existing edge-
stone reset @ 20c. . 32 40
169.2 cubic yards concrete base
furnished and laid @
$5.50 .... 930 60
25 square yards granite block
paving hauled and laid,
gravel joints, @ 80c. . 20 00
17 square yards existing
granite block paving re-
laid, gravel joints, @

70c 1190

14 square yards granite block
paving hauled and laid,
grout joints, including
concrete base, @ $2 . 28 00

5 squa re yards flagging
crosswalks hauled and
laid, gravel joints, @
$1.50 .... 7 50

7 square yards existing
flagging crosswalks re-
laid, gravel joints, @

70c 4 90

20 square yards flagging
crosswalks hauled and
laid, grout joints, in-
cluding concrete base,
@ $1.25 .... 25 00

1,235 square yards brick block
pavement furnished and
laid @ $2.30 . . . 2,840 50

3,796 square feet artificial stone
sidewalks furnished and
laid @ 25c. ... 949 00

205 square yards loam spaces,
furnished, placed and
seeded @ $1 . . . 205 00

Extra work — Excavate
rock in edgestone
trenches where directed :
16 cubic vards rock excavated

© $3 ... 48 00

Carried forward . . . $5,184 40 $948 39

274 City Document No. 26.

Brought forward . . . $5,184 40 $948 39
Extra work — Fill aban-
doned catch-basins:

1 hour, foreman, @ 50c. . 50

3 hours' labor @ 25c. . . 75

Plus 15 per cent on $1.25 . 19

5,185 84

Credit: 114 feet straight edgestone, 58
feet circular, 2 small corners, all old . 78 30

,134 23

$6,055 93

Hansborough street, between Blue Hill avenue and Harvard street. Length,
609 linear feet. Area, 2,301 square yards. Six-inch asphalt macadam
roadway constructed, edgestone set, block gutters paved, nagging
crosswalks laid and artificial stone sidewalks constructed.

Engineering $87 14

Inspection 52 50

Engineering expense 1 50

Advertising 6 76

Labor, handling stock 15 26

Edgestone, 881 feet straight, 19 feet 5 inches

circular and 2 small corners .... 646 44

Flagging, 112 feet 10 inches .... 94 26

Blocks, 15,360 196 20

Amount paid to James Doherty, under con-
tract :

Removing trees, bushes,

stumps, etc. ... $5 00

779 cubic yards earth excava-
tion @ 55c. ... 428 45
884 linear feet straight edge-
stone hauled and set @

22c 194 48

25 linear feet circular edge-
stone set @ 15c. . 3 75
301 linear feet existing edge-
stone reset @ 14c. . 42 14
419 square yards granite block
paving hauled and laid
@ 75c. . • . • . • 314 25
20 square yards existing
granite block paving
relaid @ 45c. . . 9 00
30 square yards fl a g g i n g
crosswalks hauled and
laid @ 85c. ... 25 50
1,870 square yards asphalt mae-
adam surface furnished
and placed @ 97c. . 1,813 90
8,765 square feet artificial stone
sidewalks furnished and
laid @ 14Jc. . . . 1,270 93
71 square feet artificial stone
driveways furnish ed and
laid @ 14|c. ... 10 30
5 covers reset @ $3 . . 15 00

Carried forward . . . $4,132 70 $1,100 06

Public Works Department. 275

Brought forward . . $4,132 70 $1,100 06

Ext ra work — Haul sur-
plus excavation to
Dumas street:

63 tons material hauled to
Dumas street, £ mile
overhaul, per \ mile per
ton (section 1, Article 3 )
@ lie 6 93

Less amount charged to

Dumas street . 6 93

,139 63

4,132 70

$5,232 76

Harmon street, from Oakland street southeasterly for a distance of 90 feet.
(Rough graded only.)
Labor, employees excavating .... $919 13

Teaming 344 36

Labor, resetting sign post 1 12

Dynamite and fuse 1 49

$1,266 10

Harold Park, southerly from Harold street. (Work not started.)

Engineering $38 75

Engineering expense 50

Advertising 1 77

$41 02

Haverford street, from Montebello road 100 feet westerly. (Work not
started.)

Engineering $29 60

Advertising 1 77

$31 37

Henshaw street, at Cambridge street. (Work not started.)

Engineering $65 20

Engineering expense 70

$65 90

Holiday street, between Bowdoin and Topliff streets. Length, 1,011 linear
feet. Area, 2,921 square yards. Six-inch tar macadam roadway
constructed, edgestone set, block gutters paved, flagging crosswalks
laid and artificial stone sidewalks constructed.

Engineering .

Inspection

$69 46

94 50

2 75

1 75

129 94

Engineering expense . ■ .

Labor, handling stock

Flagging, 164 feet 10 inches

Edgestone, 1,378 feet straight, 68 feet 10

inches circular and 2 small corners . . 1,009 77

Bricks, 3,650 43 80

Blocks, 21,305, old granite .... 337 10

Teaming 12 80

Amount paid to James Doherty, under con-
tract :

Removing trees, bushes,

stumps, etc., . . $5 00

Carried forward ... $5 00 $1,701 87

276

City Document No. 26.

$5 00

$1,7C

11 87

660 00

288 54

11 40

62 92

383 50

Brought forward
1,320 cubic yards earth exca-
vation @ 50c.
1,374 linear feet straight edge-
stone hauled and set
@ 21c.
76 linear feet circular edge-
stone set @ 15c.
572 linear feet existing edge-
stone reset @ lie.
590 square yards granite
block paving hauled
and laid @ 65c. .
165 square yards existing
granite block paving
relaid @ 35c.
37 square yards nagging
crosswalks laid @ 45c.
51 square yards existing
flagging crosswalks re-
laid @ 40c. .
2,214 square yards macadam
surface furnished and
placed @ 65c.
12,702 square feet artificial stone
sidewalks furnished
and laid @ 13c. .
66 square feet artificial stone
driveways furnished
and laid @ 13c.
8 covers reset @ $3 .

Extra work — Remove
trees where directed:
10 hours, foreman, @ 62^c,
230 hours' labor @ 25c.

Plus 15 per cent on

$63.75 ....

16 hours, double team, @

75c

Homes avenue, between Topliff and Draper streets. Length, 1,001 linear
feet. Area, 2,892 square yards. Six-inch tar macadam roadway
constructed, edgestone set, block gutters paved, flagging crosswalks
laid and artificial stone sidewalks constructed.

Engineering .
Inspection .
Engineering expense .
Advertising .
Labor, handling stock
Edgestone, 1,763 feet 10

small corners .
Bricks, 25,150
Lumber
Teaming
Blocks, 700, old granite

57

75

16

65

20

40

1,439

10

1,651

26

8
24

58
00

$4,629

10

6
57

25
50

9

56

12

00

4,714 41

<JpU,Tb±U Z/O

inches straight, 10

$167 22

168

00

1

70

2

76

28

46

1,200

13

301

so

37

91

2

40

14

00

Carried forward

L,924 38

Public Works Department. 277

1,924 38

Amount paid to James Doherty,

under con-

tract :

Removing trees, bushes,

stumps, etc.

$10 00

1,108 cubic yards earth ex-

cavation @ 55c.

609 40

10 cubic yards water box

excavation @ $1.25 .

12 50

3 cubic yards rock excava-

tion © $3 .

9 00

1,761 linear feet straight edge-

stone hauled and set

@ 21c.

369 81

32 linear feet circular

edgestone set @ 15c,

4 80

214 linear feet existing edge-

stone reset @ 12c. .

25 68

612 square yards granite

block paving hauled

and laid @ 65c. _ .

397 80

86 square yards existing

granite block paving

relaid @ 35c. . .

30 10

35 square yards existing

flagging crosswalks

relaid @ 40c.

14 00

12,180 square feet artificial

stone sidewalks fur-

nished and laid @

13c

1,583' 40

332 square feet artificial

stone driveways fur-

nished and laid @

13c

43 16

5 covers reset @ $3

15 00

$3,124 65

Extra work — Omit

w a t e r-bound mac-

adam roadway and

substitute tar mac-

adam roadway:

2,202 square yards tar mac-

adam roadway fur-

nished and placed @

85c. ....

1,871 70

4,996 35
$6,920 73

Howes street, between Dorchester avenue and Pleasant street. Length,
591 linear feet. Area, 1,707 square yards. Six-inch tar macadam
roadway constructed, edgestone set, block gutters paved, flagging
crosswalks laid and artificial stone sidewalks constructed.

Engineering $63 36

Inspection

Engineering expense .

Advertising .

Labor, handling stock

Carried forward $110 30

42 00

50

2 76

1 68

278 City Document No. 26.

Brought forward $110 30

Edgestone, 7 feet 5| inches circular and 4

small corners . 23 36

Flagging, 112 feet 89 60

Blocks, 10,885 old granite .... 217 70

Amount paid to James Doherty, under con-
tract:

Removing trees, bushes,

stumps, etc. . . $5 00

694 cubic yards earth ex-
cavation @ 50c. . . 347 00
13 linear feet circular edge-
stone set @ 15c. . 1 95
997 linear feet existing edge-
stone reset @ lie. . 109 67
393 square yards granite
block paving hauled
and laid @ 50c. . . 196 50
80 square yards existing
granite block paving
relaid © 35c. . . 28 00
21 square yards flagging
crosswalks hauled and
laid @ 77c. ... 16 17
1,166 square yards tar mac-
adam surface furnished
and placed @ 84c. . 979 44
5,584 square feet artificial
stone sidewalks fur-
nished and laid @ 13c, 725 92
144 square feet artificial
stone driveways fur-
nished and laid @ 13c, 18 72
3 covers reset @ $3 . 9 00
Extra work — Cut joints
in old artificial stone to
conform with new work
and trim tree roots
where directed:
8 hours, finisher, @ 62§c .
21 1 hours' labor @ 25c

Plus 15 per cent on
$10.38 ....

Credit: Edgestone, 19 feet old,
Flagging, 14 feet old .

5 00
5 38

1 56

2 449 31

$6 65
5 04

$2,890 27
11 69

$2,878 58

Islington street, between Webster street and Brighton avenue. Length,
263 linear feet. Area, 622 square yards. Six-inch tar macadam road-
way constructed, edgestone set, block gutters paved, flagging cross-
walks laid and artificial stone sidewalks constructed. (Unfinished.)

Engineering $84 71

Inspection 42 00

Engineering expense 75

Advertising 5 89

Carried forward $133 35

Public Works Department.

279

Brought forward

Edgestone, 463 feet 2 inches straight, 13 feet
circular and 2 small corners ....

Blocks, 700, old granite

Amount paid to A. J. & G. H. McMurtry,
under contract:

Preparing site ... $2 00

150 cubic yards earth excava-
tion @ 60c. ... 90 00
489 linear feet straight edge-
stone and corners
hauled and set @ 15c. . 73 35
26 linear feet circular edge-
stone set @ 10c. . . 2 60
3 7 linear feet existing edge-
stone reset @ 5c. . . 1 85
26 square yards existing gran-
ite block paving relaid
@30c. .... 7 80
8 square yards existing flag-
ging crosswalks relaid

@ 25c 2 00

587 square yards tar macadam
surface furnished and
placed @ 65c. . . 381 55

2,400 square feet artificial stone
sidewalks furnished and
laid (unfinished)

@ 7c 168 00

2 covers reset @ $3 6 00

Amount retained

$735 15
110 27

$133 35

337 17
14 00

624 88

L,109 40

Kenneth street, from Stratford street to Farrington avenue.
Credit on account of overcharges in account for 1912

Edgestone

Teaming

$264 65
54 49

$319 14

Kilton street, between Park street and Talbot avenue. Length, 953 linear
feet. Area, 2,751 square yards. Six-inch tar macadam roadway
constructed, edgestone set, block gutters paved, flagging crosswalks
laid and artificial stone sidewalks constructed. (No payment on con-
tract until 1914.)

Engineering .

Inspection

Engineering expense .

Labor, handling stock

Edgestone, 1,516 feet 5 inches straight, 9 feet
5 inches circular, 4 small corners

Flagging, 250 feet

Blocks, 26,260 old granite

Teaming;

Amount paid to James Doherty, under con-
contract

L,996 73

$85 50

126

no

3

75

26

99

1,053

()3

195

00

502

84

3

02

0

00

280 City Document No. 26.

Kittredge street, between Metropolitan avenue and Cornell street. Work not
started.

Engineering $86 38

Engineering expense 40

$86 78

* Lawndale terrace, between Lamartine and Amory streets. Length, 261
linear feet. Area, 516 square yards. Six-inch tar macadam roadway
constructed, edgestone set, block gutters paved, flagging crosswalks
laid and artificial stone sidewalks constructed. (Unfinished.)

Engineering $42 51

Inspection 70 00

Engineering expense ...... 1 45

Advertising 4 20

Labor, handling stock 8 33

Flagging, 96 feet 10 inches .... 74 75

Edgestone, 82 feet 6 inches circular and 440

feet straight 405 40

Blocks, 5,950, old granite 71 40

Amount paid to James Doherty, under con-
tract :

Removing trees, etc. . $5 00

308 cubic yards earth excava-
tion @ 65c. ... 200 20
439 linear feet straight edge-
stone haUled and set @

25c 109 75

83 linear feet circular edge-
stone set @ 18c. . . 14 94
9 linear feet existing edge-
stone reset @ 15c. . 1 35
171 square yards granite block
paving hauled and laid
@ 80c 136 80

1 square yard existing gran-

ite block paving relaid

@ 50c 50

19 square yards fl a g g i n g
crosswalks hauled and
laid @ 90c. ... 17 10

354 square yards tar macadam
surface furnished and
placed @ $1 . _ ... 354 00

2 square yards existing brick

sidewalks relaid @ 35c, 70

1,750 square feet artificial stone
sidewalks furnished and
laid (unfinished) @ 7c, 122 50

Building fence . . . 179 00

$1,141 84
Less 5 per cent retained . 57 09

1,084 75

$1,760 79

Lithgow street, between Washington street and Talbot avenue. Length,
464 linear feet. Area, 1,404 square yards. Six-inch tar macadam

* See, also, special appropriation, "Tunnel under railroad tracks between Boylston
and Green streets, Jamaica Plain."

Public Works Department.

281

roadway constructed, edgestone set, block gutters paved, flagging
crosswalks laid and artificial stone sidewalks constructed.

$91 70

22 50

1 45

3 40

6 76

11 84

170 40

181 20

1 44

37 50

Engineering .
Inspection .
Engineering expense
Labor, handling stock
Advertising .

Edgestone, 10 feet 3 inches and 2 small corners,
Flagging, 213 feet
Blocks, 12,300 .
Teaming
Steam roller
Amount paid to Jeremiah J. McCarthy Com-
pany, under contract:

Removing trees, bushes,
stumps, etc. .
501 cubic yards subgrading
(earth excavation) @

65c

2| cubic yards subgrading
(rock excavation) @ $4,
10 linear feet straight edge-
stone set @ 15c.
7 linear feet circular
stone set @ 15c.
591 linear feet existing
stone reset @ 15c.
294 square yards granite block
paving hauled and laid

@70c

53 square yards existing gran-
ite block paving relaid
@ 40c. . . . _ .
43 square yards flagging
crosswalks hauled and
laid @ $1
12 square yards existing flag-
ging crosswalks relaid

@40c

1,125 square yards tar macadam

surface furnished and

placed @ 84c.

2,285 square feet artificial stone

sidewalks furnished and

1

edge-

Si 00

325 65

10 00

1 50

1 05

88 65

205 80

21 20

43 00

945 00

laid @ 15c. .
cover reset @ $3

342 75
3 00

1,955 90

Less 2| days' use of city
steam roller @ $15

$1,993 40
37 50

$2,584 09

hovering place, between Washington street and Harrison avenue. Length,
331 linear feet. Area, 579 square yards. Street widened, edgestone
set, flagging crosswalks laid, roadway paved with asphalt and arti-
ficial stone sidewalks were constructed on the northerly side of the
street and brick sidewalks on the southerly side.

Engineering $44 43

Inspection 91 00

Carried forward

$135 43

282

City Document No. 26.

Brought forward
Engineering expense .
Advertising ....
Labor, handling stock
Edgestone, 307 feet 11 inches straight, 2 large

corners . . .
Blocks, 25, old granite
Bricks, 4,100
Flagging ....

Amount paid to James Doherty, under
contract :

Removing trees, fences,

etc

305 linear feet straight edge-
stone hauled and set @

26c

10 linear feet circular edge-
stone set @ 15c. .
373 linear feet existing
edgestone reset @ 15c,
29 square yards existing
granite block paving
relaid, gravel joints, @

51c

13 square yards existing
granite block paving
relaid, pitch joints, in-
cluding concrete base,
@ $2.05 ....
12 square yards flagging
crosswalks hauled and
laid, pitch joints, in-
cluding concrete base,
@ $2.27 ....
525 square yards concrete
base, bituminous con-
crete binder and asphalt
wearing surface fur-
nished and laid @ $2.74,
167 square yards brick side-
walks relaid @ 43c.
997 square feet artificial stone
sidewalks furnished and
laid @ 19c. .
1 cover reset @ $3
Extra work — Remove
old concrete under edge-
stone :

72 hours' labor @ 25c. .
Plus 15 per cent on $18 .
Extra work — Seal up
abandoned manhole:
4 hours, mason, @ 70c.
10 hours' labor @ 25c. .
Plus 15 per cent on $5.30,
| barrel cement @ $1.85

$20 00

79 30

1 50

55 95

14 79

26 65

27 24

1,438 50

71 81

189

43

3

00

18

00

2

70

2

80

2

50

80

93

$135 43

3 25

4 00

5 72

227 54

50

43 70

40 65

1,955 90

2,416 79

Public Works Department. 283

Lubec street, between Gove street and Porter street. (Work not started.)

Engineering $65 75

Engineering expense ....".. 42

Advertising 3 58

$69 75

Maitland street, between Beacon street and Boston & Albany Railroad.
(Work done in 1912.)
Engineering expense $0 40

Manthorne road, between Weld street and Centre street. (Work not
started.)
Engineering $43 00

Marlowe street, between Vinson street and Park street. (Work not started.)

Engineering $38 60

Engineering expense 40

Advertising . 5 67

Edgestone, 9 feet 4 inches circular . . 11 20

$55 87

Marmion street, between Montebello road and 112 feet southwesterly.
(Work not started.)

Engineering $31 25

Advertising 1 77

$33 02

Mascoma street, between Quincy street and Lawrence avenue. Length*
605 linear feet. Area, 1,748 square yards. (Work unfinished.)
Constructed 6-inch tar macadam roadway, edgestone set, block gutters
paved, flagging crosswalks laid and artificial stone sidewalks con-
structed.

Engineering

Inspection

Engineering expense

Labor, handling stock . . . .

Edgestone, 1,043 feet 1 inch straight .
Flagging, 165 feet 6 inches, 46 feet 6 inches

circular

Blocks, 14,087, old granite ....

Teaming

Amount paid the Fred S. and A. D. Gore
Corporation, under contract:
Removing trees, brushes,

stumps, etc. ... $1 00

800 cubic yards earth excava-
tion @ 50c. . . . 400 00
1,037 linear feet straight edge-
stone hauled and set @
19c. . . . . 197 03
54 linear feet circular edge-
stone set @ 13c. . 7 02
80 linear feet existing edge-
stone reset @ 13c. . 10 40
347 square yards granite block
paving hauled and laid
@ 55c 190 85

$76

65

301

00

4

05

16

59

754

71

59

58

281

74

3

00

Carried forward . . . $806 30 $1,497 32

284 City Document No. 26.

Brought forward . . . $806 30 $1,497 32

94 square yards existing gran-
ite block paving relaid
@ 43c 40 42

38 square yards flagging
crosswalks hauled and
laid @ 85c. . . . 23 80

29 square yards existing flag-
ging crosswalks relaid @

43c 12 47

1,367 square yards tar macadam
surface furnished and
placed @ 83c. . . 1,134 61

7,153 square feet artificial stone
sidewalks furnished and
laid © 13c. _ . m . . 929 89

58 square feet artificial stone
driveways furnished and
laid @ 13c. ... 7 54

5 covers reset @ $3 . . • 15 00

$2,970 03
Less 15 per cent retained . 445 50

2,524 53

$4,021 85

$151

93

196

00

3

29

23

4S

1,858

15

92

47

390

68

Mascot street, between Mountain and Ballou avenues. Length, 1,151 linear
feet. Area, 3,325 square yards. Six-inch tar macadam roadway
constructed, edgestone set, block gutters paved, flagging crosswalks
laid and artificial stone sidewalks constructed.

Engineering

Inspection

Engineering expense

Labor, handling stock

Edgestone, 1,450 feet straight, 697 feet 2 inches

circular and 2 small corners ....

Flagging, 115 feet 7 inches ....

Blocks, 29,650 old granite ....

Amount paid to James Doherty, under

contract :
Removing trees, bushes,

stumps, etc. . . $30 00

967 cubic yards earth excava-
tion @ 45c. . . . 435 15
5 cubic yards rock excava-
tion @ $3.50 . . 17 50
1,440 linear feet straight edge-
stone hauled and set @

19c 273 60

707 linear feet circular edge-
stone set @ 12c. . 84 84
55 linear feet existing edge-
stone reset @ lie. . 6 05
752 square yards granite
block paving hauled
and laid @ 69c. . . 518 88
1 square yard existing gran-
ite block paving relaid
@ 33c 33

Carried forward . . . $1,366 35 $2,716 00

Public Works Department. 285

Brought forward . . _ . $1,366 35 $2,716 00
24 square yards flagging
crosswalks hauled and
laid @ 69c. ... 16 56

2,593 square yards tar macadam
surface furnished and
placed @ 81c. . . 2,100 33

13,643 square feet artificial stone
sidewalks furnished
and laid @ 13c. . . 1,773 59

57 square feet artificial stone
driveways furnished
and laid @ 13c. .
22 covers reset @ $3 .
Extra work — Grade ap-
proaches as directed:
12 hours' labor @ 25c.
Plus 15 per cent on $3 .

Maxfield street, between La Grange and Bellevue streets. Length, 769
linear feet. Area, 2,222 square yards. Six-inch tar macadam road-
way constructed, edgestone set, block gutters paved, flagging cross-
walks laid and artificial stone sidewalks constructed with seeded
loam spaces.

7 41
66 00

3 00
45

5,333 69

$8,049 69

Engineering

$49 07

Inspection

266 00

Engineering expense ....

95

Labor, handling stock

24 58

Edgestone, 1,512 feet 6 inches straight, 37 feet

6 inches circular, 4 small corners .

1,011 57

Flagging, 105 feet ....

84 00

Blocks, 22,625, old granite

326 58

Amount paid to West Roxbury Trap Rock

Company, under contract:

Removing trees, bushes,

stumps, etc. .

$10 00

860 cubic yards earth excava-

tion @ 60c. .

516 00

\\ cubic yards rock excava-

tion @ $3

4 50

1,506 linear feet straight edge-

stone hauled and set @

25c.

376 50

51 linear feet circular edge-

stone set @ 25c.

12 75

683 linear feet crushed stone

and concrete foundation

furnished and placed @

30c

204 90

537 square yards granite block

paving hauled and laid

@ $1.25 ....

671 25

26 square yards existing

granite block paving re-

laid @ 50c. .

13 00

23 square yards flagging

crosswalks hauled and

laid @ 50c. .

11 50

Carried forward . . . $1,820 40 $1,762 75

286

City Document No. 26.

Brought forward
1,756 square yards tar macadam
surface furnished and
placed @ 60c.
7,157 square feet artificial stone
sidewalks furnished and
laid @ 14c.
9 covers reset @ $3
295 square yards loam spaces
furnished, placed and
. seeded @, 40c.

Less 1,000 second-hand
paving blocks taken by
contractor @ 2c. .

51,820 40 $1,762 75
1,053 60

1,001 98
27 00

118 00

$4,020 98

20 00

4,000 98

5,763 73

11 inches

$0 01

74 00

116 50

22 60
2 55

48 24

25 50

42 00

7 50

$127 04

80

50

3

85

6

76

2

46

95

fiO

39

00

44 00

84

50

13

00

Mitchell street, from Old Colony avenue about 240 feet northerly. Length,
265 linear feet. Area, 382 square yards. Filling made, edgestone
set, block gutters paved, flagging crosswalks laid, brick sidewalks
laid, retaining wall built and 6-inch tar macadam roadway con-
structed. (Work unfinished.)

Engineering

Inspection

Engineering expense .

Advertising

Labor, handling stock

Edgestone, 114 feet 1 inch straight

Flagging, 50 feet

Blocks, 2,100 old granite, 16 feet
circular

Bricks, 6,500 ....

Steam roller ....

Amount paid to William J. Rafferty Com
pany, under contract:
Removing trees, bushes,
stumps, etc.
74 cubic yards earth excava-
tion @ $1 .

233 cubic yards filling furnished
@50c. ....

113 linear feet straight edge-
stone hauled and set @
20c. . .
17 linear feet circular edgestone
set @ 15c.

402 linear feet existing edgestone
reset @ 12c.
51 square yards granite block
paving hauled and laid @
50c. . . .

120 square yards existing gran-
ite block paving relaid @

35c

10 square yards flagging cross-
walks hauled and laid @,
75c

Carried forward

$338 90

71

Public Works Department. 287

$496 71

Brought forward

$338 90

233 square yards tar macadam

surface furnished and

placed @ 95c. .

221 35

162 square yards brick sidewalks

laid @ 38c. . . .

61 56

38 square yards existing brick

sidewalks relaid @ 30c. .

11 40

4 covers reset @ $3

12 00

Building wall .

175 00

$820 21

Less 15 per cent retained,

123 03

$128

S3

232

75

2

85

22

32

1,953

09

179

92

524

10

697 18

$1,193 89

Montclair avenue, between Centre and Fletcher streets. Length, 1,106
linear feet. Area, 3,195 square yards. Set edgestone, pave gutters,
flagging crosswalks laid, artificial stone sidewalks constructed and
6-inch tar macadam roadway constructed.

Engineering

Inspection

Engineering expense

Labor, handling stock

Edgestone, 1,319 feet 8 inches straight, 838
feet circular and 5 small corners .

Flagging, 225 feet 1 inch

Blocks, 26,300, old granite ....
Amount paid to Thomas F. Minton, under
contract :

Removing trees, bushes,

stumps, etc. . . . $10 00

1,638 cubic yards earth excava-
tion @ 50c. ... 819 00
14 cubic yards water-box ex-
cavation © $1 14 00
1 cubic vard rock excava-
tion @ $2 .. . 2 00
1,307 linear feet straight edge-
stone hauled and set @

28c 365 96

889 linear feet circular edge-
stone set @ 18c. . . 160 02
50 linear feet existing edge-
stone reset @ 18c. . 9 00
730 linear feet crushed stone
and concrete founda-
tion furnished and
placed @ 35c. . 255 50
781 square yards granite block
paving hauled and laid
@ $1 ... . 781 00
37 square yards existing gran-
ite block paving relaid
@ 45c. .... 16 65
50 square yards flagging

crosswalks laid @ 50c, 25 00

9,895 square feet artificial
stone sidewalks fur-
nished and laid @ 15c, 1,484 25

Carried forward . . . $3,942 38 $3,043 86

288 City Document No. 26.

3,043 86

Brought forward

$3,942 38

164 square feet artificial

stone driveways fur-

nished and laid @ 15c,

24

60

16 covers reset @ $3

48

00

Extra work — Omit

water-bound macadam

roadway and substitute

tar macadam roadway:

2,509 square yards tar macad-

am roadway furnished

and laid @ 75c.

1,881

75

Extra work- — Omit

loam spaces and sub-

stitute full width artifi-

cial stone sidewalks:

3,700 square feet artificial

stone sidewalks fur-

nished and laid @ 15c.

555

00

Extra work — Raise

manholes over 6 inches:

6 manholes raised @ $5

30

00

Extra work — Haul cir-

cular edgestone from

' Centre street:

14 days' labor @ $2

28

00

Plus 15 per cent on $28 .

4

20

7 days, double team, @ $6 .

42

00

Extra work — Lay blocks

on cement in front of

trees :

h day, paver, @< $5

2

50

2 days' labor @ $2

4

00

Plus 15 per cent on $6.50 .

98

1 bag Portland cement @

50c

50

6,563 91
$9,607 77

Montebello road, from Washington street to Brookside avenue. Work
not started.

Engineering $102 06

Engineering expense 40

Advertising 6 27

Flagging, 19 feet 5 inches 15 15

$123 88

Morton street, Blue Hill avenue to beyond Leslie street.

Final payment made to James Doherty on contract for work

done in 1911 $858 88

Morton street, west side, from Greendale road 607 feet. Work not started.
Advertising $1 77

Mountfort street, between Audubon road and St. Mary's street. Length,
306 linear feet. Area, 1,209 square yards. Six-inch Bermudez asphalt
macadam roadway constructed, edgestone set, block gutters paved,
flagging crosswalks laid and artificial stone sidewalks constructed.

Public Works Department.

289

Engineering .

Inspection

Engineering expense .

Advertising .

Labor, handling blocks

Edgestone, 366 feet straight, 26 feet 8 inches

circular
Flagging, 95 feet .
Blocks, 600 old granite

Amount paid to James Doherty, under con-
tract :

Removing trees, bushes,
stumps, etc. .
96 cubic yards earth excava-
tion @ 50c. .
309 cubic yards filling fur-
nished @ 70c.
360 linear feet straight edge-
stone hauled and set @

22c

27 linear feet circular edge-
stone set @ 15c. .
17 linear feet existing edge-
stone reset @ 15c.
214 square yards granite block
paving hauled and laid

@ 75c

5 square yards existing gran-
ite block paving relaid

@ 45c

20 square yards flagging
crosswalks hauled and
laid @ 85c. .
970 square yards asphalt mac-
adam surface furnished
and placed @ $1.15
2,462 square feet artificial stone
sidewalks furnished and
laid @ 15c. .
Extra work — Furnish
and place filling on ap-
proaches as directed:
991 cubic yards filling fur-
nished and placed @

70c

Extra work — Rebuild
top of manhole:
4 hours, mason, @ 62§c.
4 hours, tender, @ 25c.
4 hours' labor @ 25c.
Plus 15 per cent on $4.50
240 bricks @ $10.50 per M.
3 bags cement @ 50c.

Credit: Blocks, 1,600 old granite

$155 38

73

50

3

20

6

SI

6

1)1

276

30

76 00

12

00

$5 00

48 00

216 30

79 20

4 05

2 55

160 50

2 25

17 00

1,115 50

369 30

693 70

2 50

1 00

1 00

68

2 52

1 50

2,722 55

$3,332 65

be-

32 00

$3,300 65

290

City Document No. 26.

Myrick street, from Eastern street to Coolidge road. (Work not started.)

Engineering . $48 61

Engineering expense 50

Advertising 5 77

$54 88

Naples road, between Commonwealth avenue and Brookline line. Length,
135 linear feet. Area, 498 square yards. Six-inch tar macadam
roadway constructed, edgestone set, block gutters paved, flagging
crosswalks laid and artificial stone sidewalks constructed.

Engineering

Inspection

Engineering expense

Advertising

Edgestone, 250 feet old, and 2 small corners .

Flagging, 20 feet old

Teaming

Amount paid to John J. Lane, under contract :
Removing trees, bushes,

stumps, etc. ... $0 01

173 cubic yards earth excava-
tion @ 50c. ... 86 50
255 linear feet straight edge-
stone and corners hauled
and set @ 25c. . . 63 75
124 linear feet existing edge-
stone reset @ 15c. . 18 60
85 square yards granite block
paving hauled and laid

@ 75c 63 75

57 square yards existing gran-
ite block paving relaid
@ 35c. ...- • 19 95

10 square yards existing flag-
ging crosswalks relaid

@ 50c 5 00

403 square yards tar macadam
surface furnished and
placed @ 90c. . 362 70

1,837 square feet artificial stone
sidewalks furnished and
laid @ 16c. ... 293 92

2 covers reset @ $3 . . 6 00

Extra work — Haul and
lay flagging crosswalks
as directed:
4.4 square yards flagging
crosswalks hauled and
laid @ $1 4 40

$59 18

14 00

1 75

6 86
91 10

7 20
3 00

924 58

,107 67

Normandy street, between Creston and Intervale streets. Length, 265
linear feet. Area, 766 square yards. Six-inch tar macadam road-
way constructed, edgestone set, block gutters paved, flagging cross-
walks laid and artificial stone sidewalks constructed.

Engineering $101 63

Inspection 108 50

Engineering expense ....... 1 85

Labor, handling stock 2 06

Carried forivard

$214 04

Public Works Department.

291

Brought forward

Edgestone, 244 feet 1 inch straight and 10 feet

5 inches circular
Flagging, 77 feet
Blocks, 7,600 old granite
Advertising .
Teaming

Amount paid to Hugh J. McGuire, under
contract:

Removing trees, bushes,

etc $1 00

313 cubic yards earth ex-
cavation @ 55c. . . 172 15
237 linear feet straight edge-
stone hauled and set

@22c 52 14

10 linear feet circular edge-
stone set.*
76 linear feet existing edge-
stone reset @ 14c. . 10 64
181 square yards granite
block hauled and laid

existing
paving

ggmg
and

144 80

11 50

25 50

4 50

574 20

$214 04

176167
52 08

152 00
6 38
lf50

@ 80c. .
23 square yards
granite block
relaid @ 50c.
17 square yards

crosswalks hauled
laid at $1.50 .
6 square yards existing
flagging crosswalks re-
laid @ 75c. .
638 square yards tar mac-
adam surface fur-
nished and placed @
90c. . . .

1,904 square feet artificial stone
sidewalks furnished
and laid @ 15c.
4 covers reset @ $3 .
Extra work — Cut gutter-
mouth as directed:
If days, stonecutter, @ $5,
Plus 15 per cent on $6.25,

Orient avenue, from Walley street to beyond Tower street. Six-inch
asphalt macadam roadway constructed, edgestone set, block gutters
paved, flagging crosswalks laid and artificial stone sidewalks con-
structed. (Work unfinished )

Engineering .

Inspection

Engineering expense .

Advertising .

Labor, handling stock

Edgestone, 3,766 feet straight, 660 feet 4|
inches circular and 10 small corners .

Flagging, 713 feet 10 inches ....

285 60
12 00

6 25
94

1,301 22

$566

81

367

50

11

36

6

76

11

33

3,763

52

427

88

Carried forward

$5,155 16

* No price bid for this kind of work.

292

City Document No. 26.

Brought forward

Amount paid to James Doherty, under
contract:
27 trees and stumps re-
moved @ $7 . . $189 00
2,500 cubic yards earth ex-
cavation @ 60c. . . 1,500 00
3,700 linear feet straight
edgestone hauled and
set @ 23c. ... 851 00
615 linear feet circular edge-
stone set @ 15c. . 92 25
70 linear feet existing
edgestone reset @

15c 10 50

700 linear feet crushed stone
and concrete founda-
tion furnished and
placed @ 17c. . # . 119 00

' 1,300 square yards granite
block paving fur-
nished and laid @
$2.12 . . . _ .
80 square yards flagging
crosswalks hauled
and laid @ 90c. .
26,000 square feet artificial
stone sidewalks fur-
nished and laid @

16c

4 covers reset @ $3 .

5,155 16

Less 15 per
retained

cent

2,756

00

72

00

4,160
12

00
00

$9,761

75

1,464

2(3

8,297 49

$13,452 65

Perkins street, from Prince street to Brookline line. Length, 315 feet.

Widened, subgraded, resurfaced with macadam 4 inches deep and

dish gutters paved.
Labor, employees paving gutters • .
Labor, employees macadamizing roadway
Cement

Crushed stone, 117 tons
Teaming
Water cart .
Gravel, 26 double loads
Steam roller .
Advertising .

$722 20

$156 00

122

50

93

122

94

137

87

33

00

36

40

110

.30

2

06

Pinehurst street, from Belgrade avenue to Dudley avenue. (Work not
started.)
Engineering $102 53

Playstead road, between Savin Hill avenue and Springdale street. Length,
335 linear feet. Area, 1,049 square yards. Six-inch tar macadam
roadway constructed, edgestone set, block gutters paved, flagging
crosswalks laid and artificial stone sidewalks constructed.

Public Works Department.

293

81 feet 1

Engineering ....
Inspection ....
Engineering expense .

Advertising

Labor, handling stock

Edgestone, 639 feet 8 inches straight,

inches circular ....
Flagging, 116 feet 6 inches

Bricks, 110

Amount paid to William J. Rafferty Company,

under contract:

Removing trees, bushes,
stumps, etc. .

299 cubic yards earth excava-
tion @ 40c. .

80 cubic yards rock excava-

tion @ $5
630 linear feet straight edge-
stone hauled and set @
20c

81 linear feet circular edge-

stone set @ 15c. .

37 linear feet existing edge-
stone reset @ 15c.

36 square yards existing gran-
ite block paving relaid
@ 50c. . . . _ .

26 square yards flagging
crosswalks hauled and
laid @ $1 . .
8 square yards existing flag-
ging crosswalks relaid

@ 75c

733 square yards tar macadam
surface furnished and
placed @ 95c.

19 square yards existing brick
sidewalks relaid @ 50c,
4,405 square feet artificial stone
sidewalks furnished and
laid @ 16c.
4 covers reset @ $3
Extra work — Omit the
hauling and laying of
granite block paving
and substitute the fur-
nishing and laying of
the same:
246 square yards granite block
paving furnished and
laid @ $1.90 .

$0 01
119 60

400 00

126 00

12 15

5 55

18 00

26 00

6 00

696 35
9 50

704 80
12 00

$135 80

147

00

2

60

6

86

11

34

545

12

93

20

1

43

Potosi street, from Mt.
Engineering .
Engineering expense
Advertising .

467 40

Ida road to Percival street.

2,603 36

,546 71

(Work not started.)
$53 43
40
6 16
$59 99

Priesing street, between Mozart street and Chestnut avenue. Length,
680 linear feet. Area, 523 square yards. Six-inch tar macadam
roadwav constructed for a distance of about 225 linear feet from

294

City Document No. 26.

Mozart street, edgestone set, block gutters paved, nagging crosswalks

laid and artificial stone sidewalks constructed.
Engineering
Inspection

Engineering expense .

Advertising . . ■

Labor, handling stock . . . •

Edgestone, 145 feet 11 inches straight, 298 feet

10 inches circular .
Flagging . ■ • ■ . ■
Blocks, 5,175 old granite .
Teaming

AmounTpakl' to John Kelly Company, under
contract :

570 cubic yards earth excava-
tion © 45c. .
143 linear feet straight edge-
stone hauled and set ©
16c. . . - ■ •

300 linear feet circular edge-
stone set @ 15c. . •
1,017 linear feet existing edge-
stone reset © 10c.
137 square yards granite block
paving hauled and laid

© 75c

370 square yards existing gran-
ite block paving relaid
© 35c. . • ■ . ■
34 square yards flagging
crosswalks hauled and
laid @ $1 •
523 square yards tar macadam
surface furnished and
placed © 75c.
8,366 square feet artificial stone
sidewalks furnished and
laid © 15c. .
8 covers reset © 13

Less 3 days' use of city
steam roller © $15

Less 600 second-hand pav-
ing blocks taken by con-
tractor © 2c.

Less 125 second - hand
crossing blocks taken by
contractor © 10c.

Credit: Edgestone, 19 feet
10 inches and 5 small
corners (old) .

Flagging, 20 feet 4 inches
(old) . . ■ •

$256 50

22 88

45 00

101 70

102 75

129 50

34 00

392 25

1,254 90
24 00

$2,363 48
45 00

$2,318 48

12 00

$21 94
7 32

$109 34
123 00
2 40
6 81
4 36

460 74

115 93

103 50

10 63

44 30

2,293 98

£3,274 99

29 26

5,245 73

Public Works Department.

295

Providence street, from 70 feet east of Church street to Berkeley street.
Length, 1,117 linear feet. Area, 4,316 square yards. Roadway
paved with granite blocks on a concrete base, with pitch and pebble
joints, edgestone set, flagging crosswalks laid, and artificial stone side-
walks were constructed on the north side of the street and brick side-
walks on the south side.

Engineering

$154 84

Inspection

97 12

Engineering expense

6 85

Labor, handling stock ....

8 13

Advertising

4 30

Edgestone, 779 feet 8 inches straight, 52 f<

?et

11| inches circular and 1 large corner

597 11

Flagging, 232 feet 8 inches .

197 00

Bricks, 5,450

70 85

Blocks, 44,880 old granite

778 18

Cement

44

Teaming .... .

382 16

Gravel, 91 double loads and 65 tons

179 40

Labor, employees filling sidewalks .

9 75

Labor, employees repaving gutters .

42 75

Labor, employees filling roadway .

172 26

Amount paid to Coleman Brothers, under
contract :

480 linear feet straight edge-
stone hauled and set @

20c

75 linear feet circular edge-
stone set @ 20c. .
921 linear feet existing edge-
stone reset @ 15c.
338 square yards existing gran-
ite block paving relaid,
gravel joints, @ 50c. .
3,848 square yards granite block
paving furnished and
laid, pitch joints, includ-
ing concrete base, @
$3.65 ...
56 square yards existing gran-
ite block relaid, pitch
joints, @ $1 .
49 square yards flagging
crosswalks hauled and
laid, pitch joints, includ-
ing concrete base, @
$1.80 . . .
19 square yards existing flag-
ging crosswalks relaid,
pitch joints, @ $1 .
6 square yards existing flag-
ging crosswalks relaid,
pitch joints, including
concrete base, @$1.75 .
162 square yards brick side-
walks laid @ 30c.
8,960 square feet artificial stone
sidewalks furnished and
laid @ 16c. .
15 covers reset @ $3 .

$96 00

15 00

138 15

169 00

14,045 20
56 00

88 20
19 00

10 50
48 60

1,433 60
45 00

Carried forward

$16,164 25 $2,701 14

296 City Document No. 26.

Brought forward . . . $16,164 25 $2,701 14
Drill bar and remove old
wall:
510 hours' labor @ 25c. . 127 50

Plus 15 per cent on
$127.50 ....
20 hours, double team, @ 75c,
Extra work — Chip grout
from old paving blocks:
184 hours' labor @ 25c. .

Plus 15 per cent on $45 .
Extra work — Repair
street as directed over
settlement :
8 hours, foreman, @ 50c.
6 hours, paver, @ 62§c.
56 hours' labor @ 25c. .
Plus 15 per cent on $21.75,
4 hours, double team, @

75c 3 00

2 tons crushed stone @

$1.50 .... 3 00

2 bbls. Portland cement @

$2 4 00

19

13

15

00

45

00

6

90

4

00

3

75

14

00

3

20

$16,413 79

Less amount charged to
Paving Service appro-
priation .... 4,103 45

12,310 34

$15,011 48

Puritan avenue, from Richfield street to unnamed street. (Work not
started.)

Engineering $73 55

Engineering expense 1 00

Advertising 5 97

$80 52

Quincefield street, between Humphreys and Wendover streets. Length,
263 linear feet. Area, 672 square yards. Six-inch tar macadam
roadway constructed, edgestone set, block gutters paved, flagging
crosswalks laid and artificial stone sidewalks constructed.

Engineering

Inspection

Engineering expense

Advertising

Labor, handling stock ...
Edgestone, 23 feet 11 inches straight, 27 feet

5^ inches circular

Blocks, 5,895 old granite . . ■ .
Amount paid to James Doherty, under con-
tract :

Removing trees, bushes,

stumps, etc. ... $5 00

274 cubic yards earth excava-
tion @ 60c. ... 164 40
14 linear feet straight edge-
stone hauled and set @
22c 3 OS

$123

19

38 50

1

85

6

96

21

47

88

76

74

Carried forward . . . $172 48 $295 33

Public Works Department. 297

Brought forward . . . $172 48 $295 33

28 linear feet circular edge-
stone set @ 15c. . 4 20
388 linear feet existing edge-
stone reset @ 14c. . 54 32
173 square yards granite block
paving hauled and laid
@ 63c. . _ . . . 108 99
14 square yards existing gran-
ite block paving relaid
@ 50c. .... 7 00
18 square yards existing flag-
ging crosswalks relaid

© 50c 9 00

471 square yards tar macadam
surface furnished and
placed @ 90c. . . 423 90

2,016 square feet artificial stone
sidewalks furnished and
laid @ 15|c. ... 307 44

2 covers reset @> $3 . 6 00

Extra work — Cut gutter-
mouth in catch-basin
stone :
8 h o u r s, stonecutter, @

62Jc 5 00

Plus 15 per cent on $5 . 75

1,099 08
$1,394 41

Rexhame street, from Belgrade avenue to Colberg avenue. (Work not
started.)

Engineering $52 25

Engineering expense 40

Advertising 4 20

■ $56 85

Roach street, between Dorchester avenue and Pleasant street. Length,
434 linear feet. Area, 965 square yards. Six-inch tar macadam
roadway constructed, edgestone set, block gutters paved, flagging
crosswalks laid and artificial stone sidewalks constructed. (Unfinished.)

Engineering $101 59

Inspection 87 50

Engineering expense 4 75

Advertising 6 06

Labor, handling stock . . • . . 12 20

Edgestone, 785 feet 3 inches, 37 feet 8 inches

circular . 563 47

Flagging, 22 feet 17 46

Blocks, 7,650 old granite 139 00

Amount paid to James Doherty, under con-
tract:

Removing trees, bushes,

stumps, etc. ... $5 00

470 cubic yards earth excava-
tion @ 65c. . . 305 50
| cubic yards rock excava-
tion @ $3 2 00

Carried forward . . . $312 50 $931 73

298

City Document No. 26.

Brought forward

788 linear feet straight edge-
stone hauled and set @
21c. .

38 linear feet circular edge-

stone set @ 17c. .
77 linear feet existing edge-
stone reset @ 14c.
279 square yards granite block
paving hauled and laid
@ 61c

39 square yards existing gran-

ite block paving relaid
@ 45c. . . . _ .
5 square yards flagging
crosswalks hauled and
laid @ 80c. . .
12 square yards existing flag-
ging crosswalks relaid

@ 50c

695 square yards tar macadam
surface furnished and
placed @ 89c.
3,500 square feet artificial stone
sidewalks furnished and
laid (unfinished) @ 7c,
4 covers reset @ $3

Less 15 per cent retained,

$312 50

$931 73

165

48

6

46

10

78

170

19

17

55

4 00

6

00

618

55

245

12

00
00

$1,568 51
235 28

1,333 23

$2,264 96

Sachem street, between Hillside street and Parker Hill avenue. Length,
909 linear feet. Area, 3,369 square yards. Six-inch water-bound
macadam roadway constructed, edgestone set, block gutters paved,
flagging crosswalks laid and brick sidewalk laid.

Engineering

Inspection

Engineering expense .

Labor, handling blocks

Edgestone, 218 feet 2 inches straight, 281 feet
circular

Flagging, 523 feet 4 inches

Blocks, 6,300 old granite .

Bricks, 57,700 ....

Steam roller ....

Labor on catch-basins and manholes

Amount paid to John McCourt & Co., under
contract :

Removing trees, bushes,

stumps, etc. ... $0 01

2,180 cubic yards subgrading
(earth excavation) @
50c. . . . . 1,090 00

2 cubic yards subgrading

(rock excavation) @ $3, 6 00

1,207 linear feet straight edge-
stone hauled and set @
20c

Carried forward

241 40
$1,337 41

5152

31

126

00

3

60

8

41

489

16

418

66

120

-10

750

10

6

50

18

00

2,093 14

Public Works Department. 299

Brought forward . ■ .

$1,337 41 $2,093 14

480 linear feet circular edge-

stone set @ 14c. .

67 20

433 linear feet existing

edgestone reset @ 15c,

64 95

662 square yards granite block

paving hauled and laid

@ 70c. . . . m .

463 40

105 square yards existing

granite block paving re-

laid @ 45c. .

47 25

113 square yards flagging

crosswalks hauled and

laid @ $1

113 00

2,469 square yards macadam

surface furnished and

placed @ 73c.

1,802 37

1,263 square yards brick side-

walks laid @ 33c. .

416 79

26 square yards existing brick

sidewalks relaid @ 25c,

6 50

7 covers reset @ $3 .

21 00

Concrete retaining wall

furnished and built

1,325 00

346 linear feet wood fence fur-

nished and built @ 50c,

173 00

482 linear feet ground water

drains furnished and

laid @ 35c .

168 70

Extra work- — Relay

existing flagging cross-

walks where directed :

20 square yards existing flag-

ging crosswalks relaid

@ 65c

13 00

Extra work — Haul gutter

blocks from Brighton

Paving Yard:

89J tons gutter blocks hauled,

one and one-half (1|)

miles overhaul, per half-

mile per ton @ lie

29 45

$6,049 02

Less amount paid in 1912,

2,379 92

3,669 10

$5,762 24

Seaver street, at Walnut avenue. (Work done in 1912.)

Engineering

$8 50

Sheffield road, between Walter and Selwyn streets. Length, 706 linear
feet. Area, 2,040 square yards. Six-inch tar macadam roadway
constructed, edgestone set, block gutters paved, flagging crosswalks
laid and artificial stone sidewalks constructed. (Work unfinished.)

Engineering $115 81

Inspection

Engineering expense .

Advertising .

Labor, handling blocks

Carried forward $263 55

119

00

1

40

5

96

21

38

300 City Document No. 26.

Brought forward $263 55

Edgestone, 1,368 feet 9 inches straight, 18 feet

10 inches circular and 2 small corners . 932 69

Flagging, 55 feet 42 90

Blocks, 18,115 old granite .... 362 30

Amount paid to William J. Rafferty Company,

under contract:
1,071 cubic yards earth excava-
tion @ 65c. . . . $696 15
1,370 linear feet straight edge-
stone and corners hauled
and set @ 30c. . . 411 00
19 linear feet circular edge-
stone set @ 15c. . . 2 85
23 linear feet existing edge-
stone reset @ 12c. . 2 76
475 square yards granite
block paving hauled and
laid @ 75c. . . _ . 356 25
8 square yards existing
granite block paving re-
laid © 40c. . ■ ■•-. . 3 20
12 square yards flagging
crosswalks hauled and
laid @ $1.50 ... 18 00
1,538 square yards tar macadam
surface furnished and
placed @ 95c. . . _ . 1,461 10
8,800 square feet artificial
stone sidewalks fur-
nished and laid @ 16c. .
62 square feet artificial stone
driveways furnished and

laid © 16c

6 covers reset @ $3

Less 15 per cent retained,

Silloway street, between Melville avenue and Mather street. Length,
382 linear feet. Area, 1,142 square yards. Six-inch tar macadam
roadway constructed, edgestone set, block gutters paved, flagging
crosswalks laid and artificial stone sidewalks constructed, with loam
spaces.

Engineering

Inspection

1,408 00

9 92

18 00

3,729 15

$4,387 23
658 08

$5,330 59

$36 12

45 50

40

10 35

107 30

Engineering expense .

Labor, handling stock

Blocks, 8,725 old granite

Edgestone, 690 feet straight, 9 feet 4 inches

circular 494 20

Amount paid to James Doberty, under
contract :
Removing trees, bushes,
stumps, etc. ... $5 00

303 cubic yards earth excava-
tion @ 50c. ... 151 50

Carried forward . . $156 50 $693 87

Public Works Department. 301

Brought forward . . . SI 56 50 $693 87

692 linear feet straight edge-
stone hauled and set @
19c. . . . . 131 48

9 linear feet circular edge-
stone set @ 13c. . 1 17
12 linear feet existing edge-
stone reset @ 13c. . 1 56

232 square yards granite block
paving hauled and laid @
65c 150 80

836 square yards tar macadam
surface furnished and
placed @ 83c. . . . 693 88

948 square feet artificial stone
sidewalks furnished and
laid @ 14c. ... 132 72

1 cover reset @ $3 . . . 3 00

117 square yards loam spaces

placed and seeded @ 10c, 11 70

1,282 81
$1,976 68

Southern avenue, from Washington street to Bernard street. (Work done
in 1912.)
Amount paid to Jeremiah J. McCarthy, retained under

contract for work done in 1912 $200 00

Spring street, Webster street to Charles river. (Unfinished.) Length,

1,638 linear feet. Area, 9,828 square yards. Excavating and filling.

Engineering $438 75

Inspection 224 00

Engineering expense 6 10

Advertising 6 96

Amount paid to West Roxbury Trap Rock
Company, under contract:

Removing trees, bushes,

stumps, etc. (unfin-

ished) ....

$1,000 00

2,000 cubic yards earth excava-

tion @ 70c. .

1,400 00

14 cubic yards rock excava-

tion @ $5

70 00

$2,470 00

Less 5 per cent retained

123 50

2,346 50

5,022 31

St. Lukes road, from Brighton avenue to Commonwealth avenue. (Work
not started.)

Engineering $37 70

Engineering expense 35

Advertising 5 77

$43 82

Stratford street, from Clement avenue to Providence Division Railroad.
(Work done in 1912.)
Engineering $4 50

302

City Document No. 26.

Tetlow street, between Worthington street and Tremont entrance of Back
Bay Fens. Length, 240 linear feet. Area, 856 square yards. Six-
inch tar macadam roadway constructed, edgestone set, block gutters
paved, flagging crosswalks laid and artificial stone sidewalks con-
structed with a loam space, brick sidewalks relaid.

Engineering . ... ... $113 29

Inspection 143 50

Engineering expense 1 75

Labor, handling stock 24 72

Edgestone, 180 feet straight, 62 feet 10 inches

circular 194 22

Flagging, 50 feet 40 00

Bricks, 3,200 41 60

Blocks, 7,000 old granite 133 58

Amount paid to James Doherty, under con-
tract :

Removing trees, bushes,

stumps, etc. ... $5 00

202 cubic yards earth excava-
tion @ 50c. . . . 101 00

181 linear feet straight edge-
stone hauled and set @
30c. ... . . 36 20

63 linear feet circular edge-
stone set @ 15c. . . 9 45
318 linear feet existing edge-
stone reset @ 12c. . 38 16
165 square yards granite block
paving hauled and laid
@ 60c. . . , . 99 00
33 square yards existing
granite block paving
relaid @ 35c. . . 11 55
11 square yards flagging
crosswalks hauled and
laid @ 81c. ... 8 91

647 square yards tar macadam
surface furnished and
placed @ 90c. . . 582 30

298 square yards existing brick

sidewalks relaid @ 30c, 89 40

1,576 square feet artificial stone
sidewalks furnished and
laid @ 13*c. ... 212 76

2 covers reset @ $3 . . 6 00

188 square yards loam spaces

placed and seeded @ 9c, 16 92

72 cubic yards loam fur-
nished @ 80c . . 57 60
Extra work — Furnish and
place filling as directed:
238 cubic yards filling fur-
nished and placed @
65c 154 70

1,428 95

£2,121 61

Tucker street, between Lauriat avenue and Callender street. Length, 378
linear feet. Area, 1,091 square yards. Six-inch tar macadam road-
way constructed, edgestone set, block gutters paved, flagging cross-
walks laid and artificial stone sidewalks constructed.

Public Works Department.

303

Engineering ....
Inspection ....
Engineering expense .
Labor, handling stock
Edgestone, 692 feet 2 inches
Flagging, 45 feet 1 inch
Blocks, 9,735 old granite .
Teaming ....
Amount paid to Fred S. & A. D
ration, under contract:

Removing trees, bushes,
stumps, etc. .
364 cubic yards earth excava-
tion @ 50c. .
4 cubic yards rock excava-
_ tion @ $3.25 .
693 linear feet straight edge-
stone hauled and set @

19c

6 linear feet circular edge-
stone set @ 13c. .
71 linear feet existing edge-
stone reset @ 13c.
234 square yards granite block
paving hauled and laid

@ 67c

48 square yards existing gran-
ite block paving relaid

@43c

10 square yards flagging
crosswalks hauled and
laid @ 90c. .
19 square yards existing flag-
ging crosswalks relaid

@ 43c

807 square yards tar macadam
surface furnished and
placed @ 85c.
4,710 square feet artificial stone
sidewalks furnished
and laid @ 15c.
2 covers reset @ $3

Extra work — Raise man-
hole covers to grade
where directed:
2 days, mason, @ $5 .
3| days, tender, @ $2.50
1 day, labor, @ $2

Plus 15 per cent on $20.75,
9 bags Portland cement @

50c

9 cubic feet sand @ 5c.
750 sewer brick @ $12 per M.,

Gore Corpo-

$1 00

182 00

13 00

131 67

78

9 23

156 78

20 64

9 00

8 17

685 95

706 50
6 00

L,930 72

10 00

8 75

2 00

3 11

4 50

45

9 00

$59 08
266 00

1 15
11 21

484 51

36 07

197 64

2 87

1,968 53

5,027 06

Tyndale street, between Walworth and Guernsey streets. Length, 1,946
linear feet. Area, 5,795 square yards. Six-inch tar macadam road-
way constructed, edgestone set, block gutters paved, flagging cross-
walks laid, crushed stone sidewalks laid and artificial stone sidewalks
constructed.

304 City Document No. 26.

Engineering .

Inspection

Engineering expense .

Labor, handling stock

Advertising .

Edgestone, 3,634 feet 5 inches straight, 2 small

corners, 262 feet 4 inch circular
Flagging, 50 feet
Blocks, 55,075 old granite

Teaming

Amount paid to Hugh J. McGuire, under
contract :

Removing trees, bushes,

stumps, etc. . $5 00

2,594 cubic yards earth exca-
vation @ 54c. . . 1,400 76

10 cubic yards rock excava-

tion @ $3.75 . . 37 50

3,628 linear feet straight edge-
stone hauled and set

@ 25c 907 00

270 linear feet circular edge-
stone set @ 15c. . 40 50

82 linear feet existing edge-
stone reset @ 15c. . 12 30
1,323 square yards granite
block paving hauled
and laid @ $1.10 _ . 1,455 30

66 square yards existing
granite block paving
relaid @ 45c. ... 29 70

12 square yards flagging
crosswalks hauled and
laid @ $1.75 . _' . 21 00

11 square yards existing

flagging cross walks
relaid @ 75c. . 8 25

4,491 square yards tar macad-
am surface furnished
and placed® 80c. . 3,592 80

138 square yards crushed
stone sidewalks fur-
nished and placed @

50c 69 00

21,815 square feet artificial stone
sidewalks furnished
and laid @ 14c. . . 3,054 10

68 square feet artificial stone
driveways furnished
and laid @ 14c. . . 9 52

28 covers reset @ $3 . . 78 00

$238 59

416 50

3 95

56 13

7 06

2,746 01

44 00

1,071 95

1 50

10,720 73
$15,306 42

Vassar street, from Washington street to Kilton street.

Engineering $100 36

Engineering expense ....... 50

Advertising 5 57

$106 43

Vaughan avenue, from Geneva avenue to Devon street. (Work done in
1912.)

Public Works Department.

$o 10

Engineering expense .

Credit:
Bricks, 1,700 . . .
Edgestone, 10 feet 6 inches

circular

Net credit

$22 10

12 60

34 70

305

$34 60

Vesta road, between Blue Hill avenue and Harvard street. Length, 537
linear feet. Area, 1,551 square yards. Six-inch asphalt macadam
roadway constructed, edgestone set, block gutters paved, flagging
crosswalks laid and artificial stone sidewalks constructed.

Engineering .

$130 36

Inspection

115 50

Engineering expense .

4 85

Advertising .

6 66

Labor, handling stock

13 95

Labor, stonecutter

18 00

Teaming

33 02

Flagging, 10 feet

3 60

Edgestone, 1,012 feet 2 inches straight

668 03

Blocks, 10,875 old granite .

217 50

Amount paid to James Doherty, under con

tract:

Removing trees, bushes,
stumps, etc. .
730 cubic yards earth excava-
tion @ 90c. .
5 cubic yards rock excava-
tion @ $3.25 .
610 linear feet straight edge-
stone hauled and set @

22c

399 linear feet circular edge-
stone set @ 15c. .
54 linear feet existing edge-
stone reset @ 14c.
344 square yards granite block
paving hauled and laid

@ 75c

13 square yards existing
granite block paving re-
laid @ 45c. .
13 square yards existing
flagging crosswalks re-
laid @ 50c.
1,145 square yards asphalt mac-
adam surface furnished
and placed @ 97c.
3,743 square feet artificial stone
sidewalks furnished and
laid @ 14fc. .
8 covers reset @ $3

$5 00
657 00

16 25

134 20

59 85

7 56

258 00

5 85

6 50

1,110 65

552 09
24 00

2,836 95

$4,048 42

Walworth street, between Belgrade avenue and Brook street. Length,
949 linear feet. Area, 3,706 siuare yards. (Work unfinished.)
Six-inch tar macadam roadway constructed, edgestone set, flagging
crosswalks laid and artificial stone sidewalks constructed.

306 City Document No. 26.

Engineering . .
Inspection .
Engineering expense .
Labor, handling stock
Advertising .
Edgestone, 1,627 feet 4 inches straight, 4
small corners, 120 feet 9 inches circular .

Flagging, 395 feet 1 inch

Blocks, 5,175, old granite

Amount, paid to Hugh J. McGuire, under
contract :
1,130 cubic yards earth excava-
tion @ 64c. . . $723 20
30 cubic yards rock excava-
tion @ $3.75 . . 112 50
1,626 linear feet straight edge-
stone and corners
hauled and set @ 25c, 406 50
123 linear feet circular edge-
stone set @ 17c. . 20 91
56 linear feet existing edge-
stone reset @ 15c. . 8 40
87 square yards granite block
paving hauled and laid
@ $1.10 . . . 95 70
45 square yards existing
granite block paving
relaid @ 50c. . . 22 50
84 square yards flagging
crosswalks hauled and
laid @ $1.85 . . 155 40
29 square yards existing flag-
ging crosswalks relaid
@ 75c. ... 21 75
3,021 square yards tar mac-
adam surface furnished
and placed @ 80c. . 2,416 80
12,743 square feet artificial stone
sidewalks furnished and
laid @ 14c. . # . . 1,784 02
163 square feet artificial stone
driveways f u r n ished
and laid @ 14c. . _ . 22 82
Extra work — "O m i t
granite block paving
for gutters and sub-
stitute tar macadam:
575 square yards tar mac-
adam surface furnished
and placed @ 80c. . , 460 00

$6,250 50
Less 5 per cent retained, 312 53

$152 25

232 06

2

70

27

68

6

86

1,233

34

308

16

103

50

5,937 97
$8,004 52

Wellington Hill street, from Morton street to Blue Hill avenue. (Work not
started.)

Engineering $661 68

Engineering expense 3 60

Advertising 10 20

$675 48

Public Works Department. 307

Whitfield street, between Wheatland and Talbot avenues. Length, 797
linear feet. Area, 2,365 square yards. Six-inch Burmudez asphalt
macadam roadway constructed, edgestone set, block gutters paved,
nagging crosswalks laid and artificial stone sidewalks constructed.

Engineering

$142 45

Inspection

168 00

Engineering expense .

1 95

Advertising

6 96

Labor, handling stock

17 47

Edgestone, 1,159 feet 1 inch straight, 51 feet

4 inches circular and 1 small corner .

875 96

Blocks, 15,880 old granite .

295 28

Amount paid to William J. Rafferty Company,

under contract:

Removing trees, bushes,

stumps, etc. .

$0 01

1,444 cubic yards earth excava-

tion @ 91c. .

1,314 04

3 cubic yards rock excava-

tion @ $2

6 00

1,161 linear feet straight edge-

stone and corners

hauled and set @ 2I5C,

249 62

55 linear feet circular edge-

stone set @ 14c. .

7 70

61 linear feet existing edge-

stone reset @ 12c.

7 32

508 square yards granite block

paving hauled and laid

@ 73c. ...

370 84

41 square yards existing gran-

ite block paving relaid

@ 40c

16 40

47 square yards flagging cross-

walks hauled and laid

@$1

47 00

1,769 square yards asphalt mac-

adam surface furnished

and placed @ 95 c.

1,680 55

7,630 square feet artificial stone

sidewalks furnished and

laid @ 14|c. .

1,087 28

10 covers reset @ $3

30 00

4,816 76

3,324 83

Wilmore street, from Blue Hill avenue to Norfolk street. (Work not
started.)

Engineering $70 60

Engineering expense 90

Advertising 3 80

Blocks, 307 old granite 6 14

$81 44

Woodford street, from Magnolia street to Magnolia street. (Work done in
1912.)
Engineering .... ... $9 84

Amount paid to Jeremiah J. McCarthy, re-
tained under contract for work done in 1912, 349 71

$359 55

308

City Document No. 26.

RECAPITULATION OF STREET WORK.

Maintenance.

Academy Hill road, Washington street to Chestnut

Hill avenue

Adams street, Rozella to south of King street .
Adams street, Winthrop to Common street .
Alban street, Welles avenue to Ashmont street
Alcott street, Franklin street to 100 feet east .
Aldie street, Franklin to Everett street .
Allston street, Washington street to Summit

avenue

Anawan avenue, Beech to Park street .
Armandine street, Milton avenue to Washington

street

Ashmont street, Washington street to Dorchester

avenue

Atherton street, Washington to Amory street .
B street^ West First to West Third street
B street, West First to Cypher street
Baxter street, D to E street ....
Beacon street, Audubon circle to railroad bridge
Beacon street, Brookline avenue to Raleigh street
Beacon street, Charles to Spruce street .
Beacon street, Cleveland circle to Brookline line
Beacon street, Massachusetts avenue to Raleigh

street

Beethoven street, Washington to Arcadia street
Bennington street, Chelsea to across Wordsworth

street

Bernard street, Harvard to Kerwin street

Blue Hill avenue, Columbia road to Canterbury

street . .

Blue Hill avenue, east side Walk Hill to River

street • .

Blue Hill avenue, west side Harvard to River street,
Blue Hill avenue, at Clarkwood and Stratton

streets (crosswalk)

Blue Hill avenue, Washington street to 192 feet

south

Bolton street, B to C street

Bourne street, at Neponset avenue ....
Bowdoin street, Mt. Ida road to Geneva avenue

Carried forward

$1,340 28
396 06

624

54

2,577
144

69
18

277

70

323

88

763

84

7,161

22

31

85

1,259
1,922

10

64

9

70

753

57

5,307
2,034

2,204
1,867

87
17
92
20

7,321
969

82
56

26,275
2,397

52
63

2,060

15

7,442 98
3,128 44

473

62

584

76

. 4

74

170 36

1,643

68

1,473 67

SEWER CONSTRUCTION .— CWu//nl.

Public Works Department.

309

Brought fonvard

Bowdoin street, Winter to Quincy street
Brigham street, Webster street to 200 feet south
Bunker Hill street, Sackville to Mead street .
C street, West Broadway to West First street
Cambridge street, Union square to Allston bridge
Centre street, north side Allston street to railroad
Centre street, Washington street to railroad .
Centre street, Green to South street
Chelsea Bridge South, approach to .
Chelsea street, Maverick to Day square .
Chestnut avenue, Mozart to Centre street
Chestnut Hill avenue, Winship street to Cleveland

circle

Clarendon street, Stuart street to St. James avenue
Cohasset street, Corinth to Albano street
Columbia road, Cushing to Davenport avenue
Columbia road, Hamilton to Richfield street
Columbia road, Quincy street to railroad bridge
Columbus avenue, Dimock to Washington street
Condor street, at foot of Glendon street .
Conway street, South to Fairview street
Cornell street, Washington street to Bellevue

avenue

Denmark street, St. Stephen to Hemenway street
Dennis street, Dudley to Woodville street
Dorchester avenue, Belfort to Williams street
Dorchester avenue, Park to Ashmont street
Dorchester avenue, Ralston street to 140 feet south
Draper street, Westville to Bowdoin street .
Dudley street, Washington street to Harrison

avenue

E street, West Broadway to West Third street
East Dedham street, Harrison avenue to Washing

ton street

East Fourth street, G to H street

East Ninth street, K street to Columbia road

Edgeworth street, Bunker Hill to Ferrin street

Elmo street, Blue Hill avenue to Erie street .

Elmwood street, Roxbury to King street

Essex street, Commonwealth avenue to Cottage

Farm Bridge

Evelyn street, Blue Hill avenue to Norfolk street
Everett street, Western avenue to North Beacon

street

Exchange street, State street to 174 feet north
Fairview street, Conway street to 350 feet east
Ferrin street, Edgeworth to 75 feet east of Jackson

street

Carried forward

67
65
90
18
46
74
44
90

£81,473

1,638

833

984

2,585

3,883

543

7

21,188 31

548 00

413 01

3,182 96

2 50

326 41

1,697 61

2,792 73

368 06

1,442 82

3,149 18

138 00

2,850 72

92

181

2,616

315

3,928

1,755

41

72
55
94
37
43
16
65

1,349 80
620 46

1,260 57
1,268 34
4,203 07
1,345 03
1,934 79
1,274 83

787 77
5,479 79

6,214 73

2,141 88

522 46

1,833 47

$169,220 06

310

City Document No. 26.

Brought forward

Fisher avenue, Parker to Hayden street
Foss street, Water to Chelsea street
Foster street, Washington to Surrey street
Francis street, Huntington to Longwood avenue
Franklin street, Broad to India street
Franklin street, Easton to Lincoln street
Free-port street, Neponset avenue to Pope's Hill

station

Fulton street, Richmond to Lewis street
Gardner street, Centre to Roxbury street
Geneva avenue, Bowdoin to Park street .
Germania street, Boylston to Bismarck street

Gold street, D to E street

Greenwood street, Elmo to Erie street
H street, East Seventh street to Columbia road
Harrison avenue, Essex to Beach street
Harvard street, Blue Hill avenue to Morton street
Harvard street, Walk Hill to Oakland street
Harvard street, Washington street to Blue Hill

avenue

Hatch street, East Eighth to East Ninth street

Haverhill street, Sever to Main street

Hayward place, Washington street to Harrison

avenue

Hemenway street, Boylston street to Huntington

avenue

Hollander street, Humboldt avenue to Harold

street

Hollander street, from Humboldt avenue, 200 feet

west

Holworthy street, Walnut avenue to Harold

street

Howard street, Gerard to Magazine street
Huntington avenue, Longwood avenue to Gains

borough street

Hyde Park avenue, Eldridge road to Stony brook
Hyde Park avenue, Dana to Glenwood avenue
Hyde Park avenue, Tower to lower Walk Hill

street

Hyde Park avenue, West Roxbury line to River

street

I street, Broadway to Second street
India square, Broad to India street
Inwood street, Olney to Norton street .
Jackson street, Bunker Hill to Ferrin street
Judson street, Dean to West Cottage street
K street, Broadway to the waterfront .
Kenneth street, Farrington to Beach street

$169,220 06

4,750 56

4,805 54

215 52

21 82

438 53

1,423 26

5,703 77
4,727 10
1,052 99
2,231 07
4,400 20
388 98
410 66
1,851 88

45
7,507
3,192

00
65
93

4,514 94
386 49
596 09

1,736 86
75 68
91 93

2,375 94

953 60
2,543 87

16,846 34
3,257 68
4,248 20

1,441 62

3,070 76
1,905 87

463 58

363 94
2,436 79

469 39
4,336 86

337 10

Carried forward

$264,841 05

Public Works Department.

311

Brought forward

Kinross road, Commonwealth avenue to Suther-
land road

L street, bulkhead

L street, East Fourth to East Sixth street

L street, from 200 feet north to 600 feet north of

East First street . ...

Lamartine street, Green to Boylston street
Landseer street, La Grange to Bellevue street
Lauriat avenue, Norfolk street to Blue Hill avenue
Lime street, River to Brimmer street
Linden street, Cambridge street to Commonwealth

avenue

Linnet street, La Grange to Bellevue street .
Loring street, Seventh to Eighth street .
Lyon street, Dorchester avenue to Adams street
Marcella street, Washington to Ritchie street
Marvin street, Washington street to Shawmut

avenue

Massachusetts avenue, New England Railroad to

Edward Everett square ....
Massachusetts avenue, New England Railroad to

Columbia road

Maverick square, Sumner to Maverick street
Maverick street, Border to New street .
Maxwell street, Milton avenue to Capen street
Medford street, Baldwin to Cook street .
Medford street, Cook to Elm street
Medford street, Elm to Monument street
Metropolitan avenue, Washington to Kittredge

street . .

Metropolitan avenue, Washington to Poplar street
Milk street, Broad to India street .
Mill street, Adams street to Old Colony Railroad
Milton avenue, Norfolk to Evans street
Milton avenue, Norfolk to Maxwell street
Minot street, Adams street to Neponset avenue
Minot street, Charlemont to Adams street
Minot street, Neponset avenue to Charlemont

street

Mitchell street, West Ninth street to 190 feet south

of West Ninth street

Morton street, Harvard to Canterbury street
N street, Fifth to Sixth street ....
Newbury street, Arlington to Berkeley street
■Nightingale street, Wales street to Talbot avenue
Nightingale street, Wales to Bernard street .
North Beacon street, Vineland street to Charles

River Bridge

Carried forward

$264,841 05

1.304 82
4,025 12
2,609 16

422 94
4,646 58

876 35
1,199 69
1,120 22

4,532 52

855 25

374 10

83 80

425 44

2,604 08

1,353 89

6,298 82

1.305 92
434 37

2 00

22 40

2,947 95

1,577 52

961 16

11,598 24
681 93
1,926 27
5,870 08
3,337 90
2,872 35
3,417 59

5,963 63

317 42
4,792 10

724 59
1,422 09

717
5

55

82

917 99

$349,390 70

312

City Document No. 26.

Brought forward

North Harvard street, Western avenue to Charles

River Bridge

Park street, City square to Henley street
Park street, Clement to Anawan avenue
Parkman street, North Anderson to North Grove

street ... ....

Parsons street, Faneuil to Harriet street

Perkins street, South Huntington avenue to the

parkway

Phillips street, Anderson to Grove street
Phillips street, West Cedar to Grove street .
Pierce street, West street to Fairmount avenue
Pope's Hill street, Neponset avenue to Freeport

street

Pope's Hill street, Neponset avenue to Freeport

street

Poplar street, Brown to Metropolitan avenue
Porter street, Bismarck to Amory street
Preston street, Mill to Freeport street
Providence street, Berkeley to Clarendon street
Providence street, 70 feet east of Church to Berkeley

street . . . . .
Quincy street, Columbia road to railroad bridge
Rawson street, Boston street to Dorchester avenue
Raymond street, Everett to Franklin street .
Rebuilding face of wall at South Yard .
Reconstruction of stable at Hancock Street Yard
Reed street, Newcomb to Hunneman street .
Repairing wall at Fort Hill Wharf
Richfield street, Barry street to Columbia road
Richmond street, Adams street to Dorchester

avenue

Ritchie street, Marcella to Centre street

River street, Mattapan line to railroad bridge

Rose street, Harrison avenue to Albany street

Rosedale street, Nos. 7, 9, 10, 12

Ruggles street, Washington street to Shawmut

avenue

Ruth street, Webster to Marginal street
Sanford street, Washington to Cedar street .
Saratoga street, Bremen to Moore street
Saratoga street, Wordsworth street to Orient

Heights

Savin Hill avenue, Dorchester avenue to railroad

bridge

School street, Washington to Amory street .
Seattle street, Hopedale street to 90 feet north
Sever street, Cambridge to Haverhill street .

$349,390 70

6,200 45

1,363 37

3,587 38

521 33

2,628 95

1,097 30

597 97

38 25

3,249 59

2,050 10

811 80

957 46

261 45

1,874 05

81 16

4,183
684

1,419

182

950

7

1,610
105

1,953

73
03
05
77
00
80
18
33
65

973 01

1.451 19
1,843 67

670 53
148 32

5,652 81

568 15

7 35

1,809 67

1,483 95

1.452 34
1,348 95

74 69
1,513 28

Carried forward $404,805 76

Public Works Department.

313

Brought forward

Shepard street, Washington to Union street .
Short street, Bunker Hill to Medford street .
Sleeper street, Congress street to about 650 feet

north

South street, Centre to Keyes street

South street, Neponset avenue to Freeport street

South street, Robert to Centre street

Sparhawk street, Cambridge to Market street

Spring street, Allen to Poplar street

St. Alphonsus street, Tremont to Smith street

St. Alphonsus street, Tremont to Calumet street

Steps at Hancock Street Yard

St. Stephen street, Massachusetts avenue to Opera

place

Summer street, north side B street to viaduct
Sumner street, Annabel to Stoughton street .
Surrey street, Foster to Parsons street .
Thacher street, Endicott to Prince street
Thorndike street, Washington street to Harrison

avenue . .

Tremont street, Burke to Cunard street .
Tremont street, north side, 350 feet east from St.

Alphonsus street

Tremont street, Winter street to Hamilton place .

Tudor street, E to F street . . ' .

Union Park street, Harrison avenue to Albany

street .

Vernon street, Washington street to Shawmut

avenue

Walker street, Main to Russell street

Walk Hill street, Harvard street to Blue Hill

avenue ...

Walnut avenue, Ifney road to beyond Montebello

road

Walnut avenue, Warren street to Humboldt

avenue

Walnut street, Franklin to Ericsson street
Waltham street, Harrison avenue to Tremont street,
Warren avenue, Berkeley street to Columbus

square

Warren street, Cambridge street to Commonwealth

avenue

Warren street, Rockland to Townsend street
Warren street, Thompson square to Monument

avenue

Washington street, Blue Hill to Talbot avenue
Washington street, Bowdoin to Moultrie street
Washington street, Cambridge across Market street,

Carried forward

$404,805 76

198 25

455 94

8.663 11
16,632 59

1,066 89

2,903 41

2,823 67

1,161 76

369 62

31 05

1,050 21

3,617 06

7,918 08

37 92
214 67
656 59

1,435 94

38 15

612 37

1,020 77

357 47

1,202 91

3.664 77
1,684 02

49 22

761 23

1,266 08

6,673 85

2,471 68

47,887 66

4,717 28

2,210 29

1,137 02

54,952 09

4 90

23,425 13

,179 41

314

City Document No. 26.

Brought forward

Washington street, Elmore to Dimock street
Washington street, Elmore to Townsend street
Washington street, Foster to Market street
Washington street, at and near Hyde Park avenue

and Tower- street

Washington street, South to Poplar street
Washington street, State to Boylston street
Welles avenue, north side Talbot avenue to oppo

site Harley street

West Cottage street, Dudley street to Brook avenue

Western avenue, Market to Waverly street

West Fifth street, B to C street

West First street, A street to railroad crossing

West Third street, B to E street

Westland avenue, Hemenway street to Massachu

setts avenue

Westville street, Geneva avenue to Draper street

Westville street, Corwin to Draper street

Wharf street, Broad to India street

Willow street, Centre street to 700 feet west .

Windom street, to 104 feet north

Winthrop street, Blue Hill to Brook avenue .

Wirt street, Washington to Henshaw street

Withington street, Norfolk to Torrey street

Woolson street, Blue Hill avenue to Norfolk street,

,179 41

637 33

2 43

2,255 24

3,832 50
337 62
813 31

680 39

591 26

15 00

933 41

6,076 37

3,636 89

747 10

3,092 30

28 45

514 81

1,326 12

191 57

1,686 97

96 87

2,517 65

8,251 67

$646,444 67

Charged to Special Appropriations.

Arlington street extension, Boylston street to

Columbus avenue

Harvard avenue, Brighton, Commonwealth avenue

to Cambridge street

Tunnel under railroad tracks, between Boylston

and Green streets, Jamaica Plain
Norfolk street widening, Washington street to New

York, New Haven & Hartford Railroad
Old Colony avenue, construction of .
Pleasant street widening, Eliot to Washington

street

Thatcher street extension, Bradlee street to 478 feet

easterly of

Union Park street, Washington street to Harrison

avenue

$318 33

645

68

12,227

55

4,946
1,485

60
65

26,415

58

180

67

8,852 47

$55,072 53

Public Wokks Department.

315

Charged to Appropriation for Highways, Making of.

Appianway, Franklin to Raymond street
Armington street, Webster street to Brighton

avenue

Audubon road, Ivy to Mountfort street

B street, Fargo to Congress street .

Ballou avenue, Woodrow avenue to Willowwood

street

Barrymore street, Blue Hill avenue to Harvard

street

Bentham road, Draper street to Robinson avenue
Binney street, Longwood avenue to Francis street
Brainerd road, Harvard avenue to Warren street
Brookdale street, Florence to Sycamore street
Brookview street, Blue Hill avenue to Harvard

street

Bynner street, South Huntington avenue to Day

street ' .

Calumet street, Hillside street to Parker Hill

avenue

Chestnut street, Brimmer street to Charles river

embankment . . . . .
Church street, Boylston to Providence street .
Clement avenue, Anawan to Clement avenue
Clement avenue, Meredith street to Clement

avenue

Clement avenue, Stratford to Park street
Clermont street, Bailey to Fuller street .
Cliftondale street, Kittredge to Norfolk street
Colonial avenue, Talbot to New England avenue
Cottage street, Gove to Porter street
Crossman street, Norfolk to West Selden street
Dalrymple street, Egleston to Boylston street
Dawes street, East Cottage to Willis street .
Denton terrace, Washington to Kittredge street
Dexter street, Alford street to Everett line
Dillaway street, Hollis street to Dix place
Don street, Woodrow avenue to Callender street
Dumas street, Willowwood to Mascot street
Emmons street, Paris to Chelsea street .
Evans road, Corey road to Brookline line
Gayland street, West Cottage to Judson street
Greenock street, Blue Hill avenue to Harvard

street

Hadivin way, Hyde Park avenue to Hammatt

road

Hallet street, Minot street to railroad

Carried forward

$2,820 18

2,467 38
936 58
504 64

1,164 82

2,333 27

1,656 77

117 92

14,560 53

82 98

4,385 41

6,064 34

10,028 11

60 70

2,887 92
41 34

41 34

3,385 99

50 78

9,613 28

369 69

66

2,566

206

2,604

72

663

50

2,598

3,865 89

2,801 77

1,472 47

799 52

5,023 29

2,622 96
5,553 42

,540 75

04
36
36
14
18
73
55
10

14,540

75

6,055

93

5,232

76

1,266
41

10
02

31

65

6,416

6,920

2,878
1,109

37
90
28
73

58
40

316 City Document No. 26.

Brought forward

Hancock and Bowdoin streets, Winter to Hancock

street

Hansborough street, Blue Hill avenue to Harvard

street

Harmon street, from Oakland street 90 feet south-
westerly

Harold park, from Harold street south

Haverford street, from Montebello road 100 feet

west

Henshaw street, at Cambridge street .
Holiday street, Bowdoin to Topliff street
Homes avenue, Topliff to Draper street
Howes street, Pleasant street to Dorchester avenue,
Islington street, Webster street to Brighton avenue.
Kenneth street, Farrington to Stratford street

(credit S3 19. 14).
Kilton street, Park street to Talbot avenue . . 1,996 73

Kittredge street, Metropolitan avenue to Cornell

street 86 78

Lawndale terrace, Lamartine to Amory street . 1,760 79

Lithgow street, Washington street to Talbot

avenue 2,584 09

hovering place, Washington street to Harrison

avenue . . 2,416 69

Lubec street, Gove to Porter street .... 69 75

Maitland street, Beacon street to Boston & Albany

Railroad 40

Manthorne road, Weld to Centre street ... 43 00

Marlowe street, Vinson to Park street ... 55 87

Marmion street, Montebello road to 112 feet west, 33 02

Mascoma street, Quincy street to Lawrence avenue, 4,021 85

Mascot street, Mountain to Ballou avenue . . 8,049 69

Maxfield street, Bellevue to La Grange street . 5,763 73

Mitchell street, West Ninth street to Old Colony

avenue 1,193 89

Montclair avenue, Centre street to northeasterly

line of Fletcher street extension .... 9,607 77

Montebello road, Washington street to Brookside

avenue _. 123 88

Morton street, Blue Hill avenue to beyond Leslie

street 858 88

Morton street, west side Greendale road, 607 feet . 1 77

Mountfort street, southeasterly of Audubon road to

St. Mary's street 3,300 65

Myrick street, Easton street to Coolidge road . 54 88

Naples road, Commonwealth avenue to Brookline

line ■ 1,107 67

Normandy street, Creston to Intervale street . 1,903 89

Carried forward $169,594 49

Public Works Department.

317

Brought forward

Orient avenue, Walley street to beyond Tower

street

Perkins street, Prince street to Brookline line
Pinehurst street, Belgrade to Dudley avenue
Playstead road, Savin Hill avenue to Springdale

street

Potosi street, Mt. Ida road to Percival street
Priesing street, Chestnut avenue to Mozart street
Providence street, Columbus avenue to about 932

feet southwesterly . . . . .

Puritan avenue, from Richfield to unnamed street
Quincefield street, Humphreys to Wendover street
Rexhame street, Belgrade to Colberg avenue
Roach street, Dorchester avenue to Pleasant street
Sachem street, Hillside street to Parker Hill avenue
Seaver street, at Walnut avenue .
Sheffield road, Walter to Selwyn street .
Silloway street, Melville avenue to Mather street
Southern avenue, Washington to Bernard street
Spring street, Webster street to Charles river
St. Lukes road, Brighton avenue to Common

wealth avenue

Stratford street, Clement avenue to railroad .
Tetlow street, Worthington to Tremont street

entrance to Back Bay Fens
Tucker street, Lauriat avenue to Callender street
Tyndale street, Walworth to Guernsey street
Vassar street, Washington to Kilton street .
Vaughan avenue, Geneva avenue to Devon street

(credit $34.60).
Vesta road, Blue Hill avenue to Harvard street .
Walworth street, Belgrade avenue to beyond Brook

street

Wellington Hill street, Morton street to Blue Hill

avenue

Whitfield street, Wheatland to Talbot avenue
Wilmore street, Blue Hill avenue to Norfolk street,
Woodford street, Magnolia to Magnolia street

Less credits

$169,594 49

13,452 65
722 20
102 53

3,546 71

59 99

3,245 73

15,011 48

80 52

1,394 41

56 85

2,264 96

5,762 24

8 50

5,330 59

1,976 68

200 00

3,022 31

43 82
4 50

2,121 61

3,027 06

15,306 42

106 43

4,048 42

8,004 52

675 48

6,324 83

81 44

359 55

$265,936 92

353 74

Total

. $265,583 18

318

City Document No. 26.

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319

New Edgestones. (Does not include work done on streets laid out
and constructed under chapter 393 of the Acts of 1906.)

First Setting. Linear Feet.

Year.

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1905

1906

2,049

2,078

414

656

723

328

1,718

6,045

2,199

1,494

628
1,263

798
2,898
1,182

465
1,017

557

250

100

229
70

1,867

261

908

2,405

214

983

2,098

1,806

1,221

6,056
4,203

349
2,399

779

5,190

11,627

7,890

2,907

13.548

15,119
4,781
3,654
4,833
8,044

14,627
9,669

10,296

1,814
2,307
1,663
4,811
2,380
6,810
5,806
3,168
2,716

4,705

534
813

5,253

50

352

407

1,359

31,533
24,596

1907

10,162

1908

1909

15,536

17,080

1910

1911

22,687
36,693

1912

30,231

1913

21,325

Totals. . .

16,210

10,302

649

11,673

41,400

84,571

31,475

13,473

209,843

New Brick Sidewalks. (Does not include work done on streets laid out
and constructed under chapter 393 of the Acts of 1906.)

First Laying. Square Yards.

Year.

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1,186

1,980

202

103

4,140

790

400

8,801
4,724

1906

934

699

106

1,758

899

328

1907

455
217

1,157
836

223

250

278
400

856
958

296
884

313

3,828

1908

3,295
8,829
6,287

1909

311

2,597

156

406

5,359

1910.........

1,292

974

42

166

987

596

2,230

1911

520

364

460

1,469

314

3,127

1912

2,249

623

208

716

3,796
1,871

1913

490

465

80

103

647

86

Totals. . .

7,654

9,745

265

724

2,004

9,685

13,290

1,441

44,558

320

City Document No. 26.

Recapitulation, 1912.

Edgestones.
Linear Feet.

Brick.
Square Yards.

South Boston Paving District No. 1

2,199

557

70

1,221

2,907

10,296
2,716
1,359

490

East Boston Paving District No. 2

465

Charlestown Paving District No. 3

Brighton Paving District No. 4

West Roxbury Paving District No. 5

Dorchester and Hyde Park Paving Districts
Nos. 6, 9-11

80
103

Roxbury Paving District No. 7

City Proper Paving Districts Nos. 8 and 10 . .

647
86

Totals

21,325

1,871

Loads of Dirt and Street Cleanings Removed from February 1, 1913,
to January 31, 1914.

By Paving Service.

Districts.

Single.

Double.

Cubic

Yards.

South Boston

732

206

368

3,018

6,508

753

5,201

821

3,045

1,114

2,364

571
20
26

3,781

4,507

1,300

3,090

566

1,323

536

497

1,874
246

East Boston

Charlestown

420

Brighton

10,580

West Roxbury

15,522

Dorchester

3,353

Roxbury

11,381
1,953

South End

Ashmont

5,691

North End

2,186

Hyde Park

3,358

Totals

24,130

16,217

56,564

Public Works Department.

321

Loads of Snow Removed from February 1, 1913, to January 31, 1914.

Districts.

Single.*

Double .f

Cubic
Yards.

Cost.J

South Boston.
East Boston . .
Charlestown . .

Brighton

West Roxbury
Dorchester. . . .

Roxbury

South End....

Ashmont

North End....
Hyde Park....

847
362
290
14
716
485
408
1,843
134
860

72

26

86

10

459

216

42

434

59

1,910

802

838

58

2,809

1,618
942

4,988
445

1,720

$2,687 81
1,545 16
3,053 28
1,993 40
3,698 10
2,828 61
4,571 92
5,120 73

927 29
3,521 56

665 51

Totals.

5,959

1,404

16,130

$30,613 37

* Single loads, 2 cubic yards.

t Double loads, 3 cubic yards.

j Includes cost of plowing gutters, cleaning sidewalks and picking ice not carted away.

Snow Removed by Contract.*

Districts.

Number

of
Loads.f

Cubic
Yards.

Cost per
Cubic
Yard.

Total
Cost.

371

410
697
328

1,120
1,644
2,313
1.103J

$0 43
47
42
49

$481 60

772 68*

971 46

540 72

Totals

1,806

6.180J

$0 452

$2,766 46

* Only this amount paid out of 1913 appropriation.

t The capacity of the loads varies from two (2) cubic yards to four (4) cubic yards.

322

City Document No. 26.

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Public Works Department.

323

Street Openings.

Under classes 1 and 2 of the schedule of permit fees,
permits for openings in public ways were issued as
follows :

Name.

Permits.

Length in
Feet.

City of Boston Fire Department

City of Boston Lamp Service

City of Boston Police Department

City of Boston Schoolhouse Commission

City of Boston Sewer Service

City of Boston Water Service

Boston Consolidated Gas Company

Boston Elevated Railway Company

Charlestown Gas and Electric Company

Dedham and Hyde Park Gas and Electric Com-
pany

East Boston Gas Company

Edison Electric Illuminating Company

New England Telephone and Telegraph Company,

Miscellaneous

Emergency, Class A

Emergency, Class A, returned as used

Estimated length

Ill

71

16

18

448

2,244

2,206

356

182

79
230

4,342
501

3,611
844
437

7,125

460

640

2,460

26,653

55,084

36,156

78,090

3,578

3,560

14,565

425,711

70,975

278,825

10,925

Totals.

15,696

1,014,807

Making a total length of openings of about 192 miles,
an increase of fifty-two miles from the previous year.

Permits for occupation of public ways for purposes
other than openings have been issued as follows :

Advertising by men wearing lettered hat and coat

Cleaning snow from roof ....

Driving cattle through the streets

Dumping snow in public alleys

Erecting and repairing awnings .

Erecting and repairing buildings .

Painting or minor repairs ....

Feeding horses on streets ....

Moving buildings in the streets .

Placing signs flat in buildings

Projecting signs or lamps ....

Raising or lowering safes or heavy machinery

Loading and unloading goods

Emergency permits (Class B) . . .

Carried forward

59
45
11
23

1,370
3,773
4,223

955

27

1,308

393

243
2

274

12,706

324

City Document No. 26.

Brought forward

Special permits for other than the above purposes
Annual permits for other purposes

Total . .

Total for openings in public ways

Total of all permits issued ....

12,706

51

427

13,184
15,696

28,880

* The income from the issuance of permits amounted
to $32,258.03, divided as follows:

Class No. 1.

Openings ....

2.

Emergency openings

3.

Advertising ....

4.

Cleaning snow from roofs

5.

Driving cattle

6.

Dumping snow

7.

Erecting and repairing awnin

8.

Erection, alteration and repah

buildings ....

9.

Minor repairs on buildings .

10.

Feeding horses

11.

Moving buildings .

12.

Painting signs on fences

13.

Placing flat signs .

14.

Projecting signs, etc.

15.

Raising and lowering

16.

Loading and unloading

17.

Emergency, Class B

18.

Special

19.

Annual permits

g*

on

$8,096 00

524

50

26

00

45

00

55

00

11

50

685

00

16,744

28

2,113

00

955

00

355

00

0

00

654 00

393

00

243

00

7

00

274 00

12

75

1,064 00

Total

$32,258 03

Sidewalk Defects.

One thousand two hundred and ninety-eight (1,298)
notices were sent to property owners to make repairs on
sidewalks for the maintenance of which they were respon-
sible. These included steps, fences, portions of build-
ings encroaching on sidewalks and defective bulkheads,
area covers, etc.

* $25,088.62 cash paid in to City Collector,
of balance, $7,169.41.

Bills sent to City Collector for collection

Public Works Department.

325

Roadway Defects.

Twenty-three thousand seven hundred and fifty-
seven (23,757) notices were sent out to district foremen,
contractors, public service corporations and others to
make repairs in the streets where defects existed on
account of operations for which they were responsible.
One hundred and eighty-two (182) notices were sent
departments, corporations and others to perform work
under the direction of the Paving Service, made neces-
sary by construction or resurfacing of streets by the
Paving Service.

Poles.

Permits have been issued for the placing of 181 poles
in the public ways in accordance with plans filed in the
Permit Office. Permits have been issued for removal of
344 poles and for the resetting of 1,058 defective or
unsafe poles.

Bonds.

There are on file in the Permit Office seventeen hun-
dred (1,700) bonds covering the issuance of permits and
maintenance of certain structures.

Street Numbering.
Building numbers have been assigned as listed below:

Entire
Streets
Num-
bered.

Entire
Streets
Renum-
bered.

Partly
Num-
bered
Streets.

Partly
Renum-
bered
Streets.

Estates
Num-
bered.

Estates
Renum-
bered.

Figures
Issued.

1

3

103

16

277

90

534

203

338

362

91

12

45

87
74
76
79
104

325

38

1

6
3

13
9
7

15

2

1
3

914

259

2
3
3
2
9

1,556
710

980

2

1,087
502

Hyde Park

Totals

2

21

56

6

2,014

477

6,371

326

City Document No. 26.

Plans.
During the year plans were filed as follows:

Pole.

Track.

Conduit.

New England Telephone and Telegraph Company .

Edison Electric Illuminating Company

Boston Elevated Railway Company

Hyde Park Gas and Electric Light Company

Charlestown Gas and Electric Company

East Boston Gas Company ,

Boston Consolidated Gas Company

Postal Telegraph Cable Company

Bay State Street Railway Company

Western Union Telegraph Company

Boston Low Tension Wire Association

American Telephone and Telegraph Company

Boston Fire Department

Boston Police Department

76

52
17

1

96

1

IS

75
587

16

12
5
4

22

Totals.

245

21

738

Poles, 245; tracks, 21; conduits, 738; miscellaneous,
43; total of 1,047 plans filed this year, making a total
of plans on file of 11,628.

LIST OF STREETS WITH SMOOTH
PAVEMENT.

For list of streets having a smooth pavement
see pamphlet published separately.

Public Works Department.

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Public Works Department. 345

SANITARY SERVICE.

Financial Statement.

Expenditures from February 1, 1913, to January

31, 1914 $968,252 20

Amount transferred by Service transfer, for work
done and materials furnished:
Lighting Service . $427 80

Paving Service . 13,898 72
Street Cleaning and

Oiling Service . 33,684 43

$48,010 95

Less Service transfers, work done
and materials furnished by
other Services:

Paving Service . $1,145 32

Street Cleaning and

Oiling Service . 3,931 99

5,077 31

42,933 64

Cost of maintenance of Sanitary Service . $925,318 56
Of this amount there was received and credited to
the appropriation:
For the sale of tickets for the re-
moval of ashes and waste . $60,530 05
Sale of "Cormorant" . . . 8,287 42

Sale of old material . . . 358 37

Sale of old hose .... 50 00

Refund Adams Express . . 47

Work done and materials fur-
nished different divisions and
departments .... 5,973 12

75,199 43
Net cost of maintenance of Sanitary Service, $850,119 13

346

City Document No. 26.

SPECIAL APPROPRIATIONS.

Land and Buildings, Refuse Stations.
Albany Street Transfer Station.

Labor, engineering ....

$253 10

Labor, building run ....

613 31

Teaming

66 00

Blacksmith work, guard rails .

113 75

Scales (new)

177 50

Covering I-beams, etc.

527 21

Amount paid to Lawler Brothers, under contract :

Contract price ....

$31,033 00

Extra work :

Removing capstan

7 30

Build concrete pier .

255 42

Drill I-beams ....

100 00

Material and planking around

dump strip ....

161 23

Allowance on account of delay,

1,733 40
$33,290 35

Credit.

Less second-hand

oak piles in

place of n e w

piles . . $60 00

78 M. feet lum-

ber at $34.50 . 2,691 00

14 chutes at $20, 280 00

3,031 00

$30,259 35

Less amount paid in 1912

6,003 72

24,255 63

V

$26,006 50

Fort Hill Wharf, Atlantic Avenue Transfer Station.

$84 00

Electric lighting ....

50 59

Blacksmith work, guard rails .

189 06

$323 65

Public Works Department.

347

Brought forward ....

$323 65

Scales (new)

382

80

Covering I-beams, etc.

580

87

Roofing, fire hose, etc.

466

10

Sundries

15

79

Amount paid to Rendle & Stoddard under con-

tract :

Contract price ....

$64,864 00

Extra work:

Concrete piers changed to piles,

25 00

Sheathing driven in bulkhead,

38 78

Extra bend at exit incline

56 56

Stone wall on north side line .

38 88

False cap under main girder

caps

26 00

Curve extended on exit incline,

31 77

Cutting away to make room for

I-beam

10 50

Shims on both runways .

23 48

3 extra doors built

17 05

Holes drilled in roof beams

40 60

Holes drilled in steel beams

31 50

Plank laid on exit runway

13 25

Fence posts moved back and

gate built on exit incline

20 80

End of iron beams planked,

entrance incline

98 50

Wheel guards around gate

posts

14 55

Fender blocks at corner of

drives

10 50

Bevel hatch combings

6 00

2 by 4 spiking pieces placed to

fasten rafters and bridge

143 50

Less amount paid in 1912

511 22
61,620 80

3,890 42

i,659 63

South Station Transfer Station.

Labor, inspection

$147 00

Labor

90 82

Teaming

28 70

Electric lights

211 82

Blacksmith work, guard rails ....

330 42

Scales

382 80

Carried forward

$1,191 56

348 City Document No. 26.

$1,191

56

Covering I-beams, fire hose, etc.

587

02

Sundries

10

49

Amount paid to Lawler Brothers

under con-

tract :

Contract price ....

$71,330 0

Extra work :

Removing two trees .

25

00

Extra girder braces

159

71

500 feet B. M. hard pine .

20

00

Roof beams drilled and rider

plates placed ....

173

27

3 extra doors furnished and

placed

25

19

Molding changed

31

85

Help furnished for emergency

drop

62

13

$71,830

15

Credit.

Less deduction for change in

size of lumber

167

32

$71,662 83

Less amount paid in 1912

60,026

72

11,636

11

$13,425

18

Ward Street Transfer Station.

Labor, clearing ground . . . $122 68

Labor, engineering .... 163 54
Commission paid to real estate

dealer 150 00

$436 22

Total Cost of House Dirt, Waste and Rubbish and House

Offal.

Salaries of division engineer, supervisor, medical

inspector and general foreman .... $9,237 91
Office supplies and expenses, printing, stationery,

etc. . . . . 5,424 63

Ashes, waste and rubbish account .... 604,074 09

House offal account 251,183 85

Annuities $600 00

Retired veterans' pensions . 3,775 28

Carried forward .... $4,375 28 $869,920 48

Public Works Department. 349

Brought forward .... $4,375 28 $869,920 48
Retired laborers' pensions . . 9,391 20

13,766 48

$883,686 96

Construction, Repair and Horseshoeing Account.

Expended for labor .... $58,210 54
Expended for stock . . . 26,354 70

(Service Transfers.)
Street Cleaning and Oiling Service, $29,752 44

Paving Service 12,753 40

Lighting Service .... 427 80

84,565 24

,252 20

42,933 64
$925,318 56

Total Revenue Received for Board and Care of Horses, Rent,
Use of Dumping Boats, Shoeing, Repairing Vehicles, etc.

Bridge Service, Bridge and Ferry Division . . $683 79

Paving Service, Highway Division . . . 13,898 72

Lighting Service, Highway Division . 427 80
Street Cleaning and Oiling Service, Highway

Division 33,684 43

Sewer Service, Sewer and Water Division . 1,729 54

Water Service, Sewer and Water Division . . 3,289 54

Health Department 270 25

Gross revenue $53,984 07

Paid in transfers .... $48,010 95
Paid in to collector . . . . 5,973 12

,984 07

Money deposited, bills presented and collections
made by the City Collector during the year ending
January 31, 1914:

Bills Presented and Money Deposited.

To letting of scow privileges . . $859 85

Sale of offal, Hyde Park . . . 1,156 32

Sale of junk 289 59

Sale of manure 878 58

Carried forward . . . . $3,184 34

350

City Document No. 26.

Brought forward ....

$3,184 34

Use of Barney dumpers .

3,700 00

Tearing down runway, Fort Hill

Wharf

356 00

$7,240 34

Amount Collected

I

Sale of manure

$878 58

To letting of scow privileges .

859 85

Use of Barney dumpers .

3,580 00

Use of paper cart ....

x25 00

Use of paper cart ....

2 2 50

Tearing down runway, Fort Hill

Wharf

356 00

Collection of offal, Hyde Park .

3 289 08

Collection of offal, Hyde Park

978 57

Sale of junk

289 59

$7,259 17

1 Deposited 1912-13. - Deposited 1S11-12.

3 Deposited 1912-13.

Items of Expenditure for the Year 1913=14.

Items.

Total Amount
Expended.

Salary, Division Engineer (in part)

Salary, supervisor

Salary, general foreman

Salaries, yard clerks

Salaries, foreman

Salaries, engineers

Labor — collecting and disposing of house dirt and ashes

Labor — collecting and disposing of waste and rubbish

Labor — collecting and disposing of house offal

Labor and stock in stables and yards

Hired teams on ashes

Hired teams on offal

Contracts on ashes — East Boston, Brighton, West Roxbury

and Dorchester

Contracts on offal — East Boston, Brighton, West Roxbury

and Dorchester

Ash and offal stock

Holidays, pay allowed

Grain

Hay and straw

Medical attendance on injured employees

Pay allowed injured employees

Horses, new

Carried forward

$1,250 00

*2,991 56

1,795 04

1,643 23

10,324 84

20 00

250,049 72

31,997 40

151,339 54

59,402 00

103,966 53

1,609 42

83,856 11

43,712 17

541 23

39,760 25

20,746 29

20,054 87

499 98

2,787 86

3,558 70

$831,906 74

* One-half of Supervisor's salary paid by Street Cleaning and Oiling Service.

Public Woeks Department.

Items of Expenditure. — Concluded.

351

Items.

Total Amount
Expended.

Brought forward

Veterinary services and medicine

Horse hire

Outside board and care of horses

Outside horseshoeing, wheelwrighting, blacksmithing, etc. .
Labor and stock — paint, wheelwright, blacksmith and

harness shops

Dumping boats — stock and supplies

Repairs to stables and sheds

Repairs to wharves and boats

Fuel

Gas

Electric light and power .•

Printing, stationery, office items and incidentals

Automobile expense:

Cost

Supplies

Repairs

Tires and tubes. . .

Gasolene

Storage

Chauffeur wages. .

Totals

Super-
visor.

$194 60
456 62
389 77
208 01
180 00

1,038 10

2,467 10

General
Foreman.

Trucks.

$77 79
332 81
132 91
151 34
180 00

$874 85

Peerless. Garford.

!,643 97
26 55
8S9 45
70 79
265 11
140 00
600 00

$4,635 87

Total.

$4,500 00
""8i'57

47 35
100 00
270 00

$4,998 92

$7,143 97
298 94

1,760 45
593 47
671 81
600 00

1,908 10

$12,976 74

Advertising

Rents

Tolls and fares

Telephones

Taxes

Annuities

Pensions, retired veterans.
Pensions, retired laborers.

Gross expenditures of Sanitary Service

Amounts paid by other departments and divisions .

Cost of maintenance of Sanitary Service

$831,906 74

1,226 63

86 00

1,396 00

5,849 71

75,293 54
101 70
2,638 47
3,153 59
1,337 01
553 19
3,772 96
4,192 21

12,976 74

118 60

7,394 98

45 70

1,203 98

1,237 97

600 00

3,775 28

9,391 20

,252 20
42,933 64

$925,318 56

352

City Document No. 26.

Construction and Repair Shops, 1913-14-

For work done and materials furnished for other
services and departments and for the Sanitary Service
the different shops received and expended the following
amounts :

Shops.

Stock and Labor.

Other Services

and
Departments.

Sanitary.

Total.

Wheelwright

Blacksmith — South End . .
Blacksmith — West End. . .

Paint

Harness

Horseshoeing — South End,
Horseshoeing — West End. .
Horseshoeing — Roxbury. . .

£7,971 04
9,137 19

7,603 30
4,550 04
3,816 25
1,280 25

584 25

$11,611 82
9,208 46
8 60
5,586 78
8,003 88
1,511 95
1,832 32
1,807 27

$19,582 86

18,345 65

8 60

13,190 08

12,553 92

5,328 20

3,112 57

2,391 52

Totals, stock and labor. .

$34,942 32

),571 08

$74,513 40

Foreman

$1,524 28

Clerk

780 14

Express teamster ....

734 39

Allowed time and holidays

5,630 37

Pay allowed injured employees and

medical attendance

88 38

Expended for electric power

514 14

Total cost, maintenance of shops
Income from outside services and depart-
ments

Net cost of maintenance of shops to Sanitary
Service

9,271 70
183,785 10
34,942 32

,842 78

Detailed Account of Amounts Paid to the Sanitary Service During
Year Ending January 31, 1914-

For official salaries $2,081 04

For repair and construction work . . 29,261 57

For horseshoeing 5,680 75

For use of dumping boats 7,831 50

For hay, straw, grain and board and care of

horses 3,485 87

Carried forward

,340 73

Public Works Department.

353

Brought forward

For feeders, stablemen and watchmen

For fuel, light, etc .#

For board and care of sick horses in veterinary

hospital

For rent of wharf, Atlantic avenue

For labor and supervision, cleaning and watering

streets ....

For contract teams on snow
For labor and supervision, removing snow
For furnishings of prison vans
For telephones

Total income

$48,340 73

1,810 07

775 32

912 00
3,000 00

439 25

41 25

267 69

27 01
6 75

*$55,620 07

* Includes bill paid by County of Suffolk, $1,636, and 1912 bills paid by Water
Service. $155.68.

Amounts Paid to Other Services for the Year Ending January SI,
1914, by the Sanitary Service.

To Street Cleaning and Oiling Ser-
vice, removal of ashes . . $3,931 99

To Paving Service, labor, ashes . 80 38

To Paving Service, board and care

of horses 863 97

To Paving Service, lumber, gravel,

sand, etc. ...... 200 97

$5,077 31

Horseshoeing, by Divisions.

Highway Division.

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7.980

4,842

854

36

639

82

94

14,527

464
4,469

190
2,675

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Leathers

8,077

684
352

638
555

93
86

14
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105

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1,565

Pads

1,238

Average cost per shoe, 46 cents.

354

City Document No. 26.

Cost of Horseshoeing.

Division
Shops.

Outside
Shops.

Stock

$3,418 96
7,413 32

$2,351 70

Labor

Totals

$10,832 28

$2,351 70

Public Works Department.

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356

City Document No. 26.

Force Employed on House Dirt and Ashes January 31, 1914.

a

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ONTRACTORS' TEAMS.

Citt Force.

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26
104
110

21

26

Teamsters

78
78

4
10

8
16

4

7

24
48

1

2

223

Helpers

271

Dumpers

21

Totals

251

156

14

24

11

72

3

541

Amount of House Dirt and Ashes Removed.

Years.

Loads.

Cubic

Yards.

Tons.

1909

1910

1911

1912

1913

299,071
284,343
274,737
282,190
269,982

692,865
746,585
707,916
781,140
715,928

311,791
335,997
333,782
368,327
337,560

Force Employed on House Offal January 31, 1914.

O

C ONTRACTORS

Teams.

City Force.

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48

47

5

16

Teamsters

3
5

4
4

6
6

10
10

1
1

72

Helpers

73

Dumpers

5

Totals

116

8

8

12

20

2

166

Public Works Department.

357

Amount of House Offal Removed.

Years.

Loads.

Cubic
Yards.

Tons.

1909
1910
1911
1912
1913

54,747
48;510
47,372
49,102
54,873

105,595
97,651
103,890
108,832
124,302

68,636
63,451
70,126
73,462
83,903

Force Employed on Waste and Rubbish January 31, 1914.

City Force.

Number.

Inspectors

2

12

Helpers

21

Total

35

Amount of Waste and Rubbish Removed.

Loads.

Cubic
Yards.

Years.

Paper
Carts.

Market
Wagons.

Tons.

1909

5,556
5,655
1,943
1,308
1,174

7,397
8,370
4,847
5,490
7,812

99,975
112,801
63,719
66,598
75,257

10,916

12,328

8,250

8,632

9,747

1910

1911

1912

1913

Number of Loads of Material Collected from February 1, 1907,
to January 29, 1914.

Years.

Ashes.

Offal.

Rubbish.

Total
Loads.

Tons.

1907

377,058
339,913
299,071
284,343
274,737
282,190
269,982

64,712
62,892
54,747
48,610
47,372
49,107
54,873

17,169

16,238

12,953

14,025

6,790

6,798

8,986

458,939
419,045
366,771
346,978
328,899
338,095
333,841

379,067
403,767
391,343
411,776

1908

1909

1910

1911

412,158

1912

450,421
431,220

1913

358

City Document No. 26.

Capacity of Carts and Wagons in Use by the Sanitary Service.

Pounds.

Cubic Feet.

Single ash carts

Double ash carts (City)

Double ash carts (contractors)

Paper carts

Paper wagons (City)

Paper wagons (contractors) . . .

Single offal wagons

Double offal wagons

1,886
3,300
5,064
1,400
2,200
3,000
2,363
5,726

54

94.5
145
146
229
312

47

94

Loads Collected by Contractors.

Ash Loads.

Paper
Wagons.

Cubic
Yards.

Tons.

Total
Tons

DlSTRTCTS.

Single.

Double.

Cubic
Yards.

Ashes.

Paper.

Ashes

and
Paper.

10,212
9,254
7,348

22,933
839

52,898
38,149
25,880
123,150
10,643

24,941
17,988
12,202
58,065
5,018

1,247

24,941

Brighton

2,880
81

17,988

West Roxbury

12,202

831

9,557

59,312

Hyde Park

3,853

5,018

Totals

6,814

50,586

250,720

831

9,557

118,214

1,247

119,451

Offal Loads.

Summary.

Single.

Double.

Cubic
Yards

Tons.

Material.

Cubic
Yards.

Tons.

1,550

1,705

1,148

10,990

5,42
5,96
4,04
38,46
1,38

5 3,662
3 2,014
3 2,729
5 25,964
1 932

250,720

55,292

9,557

118,214

Offal

37,315

14

831

Hyde Park

789

Totals

803

15,393

55,28

2 37,315

Totals . .

315,569

156,360

Public Works Department.

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City Document No. 26.

Final Disposition of all Materials, in Loads and Tons (2,000
Pounds), Collected by the Sanitary Service from January
24, 1913, to January 29, 1914, Inclusive.

Class of Refuse.

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Offal (

235,515
277,411

49,677
72,552

8,980
9,747

34,467
60,149

5,206
11,351

2C9.9S2

337,560

54,873

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49

31,288
39,930

38

31,288

39.930

294.16S
359,710

39,573
71,500

31,326
39,979

365,167

Totals^

[Tens

471,189

Note. — First item, loads. Second item, tons.

Public Works Department.

361

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Cost of Collection and Disposal of Refuse by Day Labor Force in the City of Boston for the Year 1913=14.

Districts
and Pop-
ulation.

Character of Refuse.

Cost per Ton bt Districts.

Tons.
< 2,(100
lbs.)

Total
Collection
md Disposal

Total Cost
of Disposal.

Total Cost
per Capita,

Collection
and

Disposal.

Where Disposed of.

5 (part)
(144,062)

Hyde Park.
t(16,376)

Mixed refuse, principally ashes (no kitchen wastes).

Garbage, principally kitchen wastes

Store refuse, principally paper

21,324

4,541

316

SI 7315
3 6485
3 1059

$1 7666
3 648
3 1059

Mixed refuse, principally ashes (no kitchen wastes) .

Garbage, principally kitchen wastes

Store refuse, principally paper

Av. $2 (

$2 63G6
6 0793
5 0296

Av. $0 0286
$0 0584
0 0246
0 0527

Av. $2 1092
$2 6950
6 1039
5 0296

Mixed refuse, principally ashes (no kitchen wastes).

Garbage, principally kitchen wastes

Store refuse, principally paper

55,044

13,828

426

Av. $3 1922
$2 0731
3 6237
2 8051

Av. $0 0551
$0 0551
0 0049

Av. $3 2459
$2 1282
3 6286
2 8051

Mixed refuse, principally ashes (no kitchen wastes).

Garbage, principally kitchen wastes

Store refuse, principally paper

19,330
6,23

Av. $2 4014
$2 0616

2 8052

3 0876

Av. SO 0448
$0 0627

0 0869
0 9171

Av. $2 4462
$2 1293

2 8921
4 0047

Mixed refuse, principally ashes (nn kitchen wastes) .

Garbage, principally kitcheD wastes

.Store refuse, principally paper

53,40.5
6,400
1,419

Garbage, principally kitchen wastes

Contract, Boston Development and Sanitary Com
. pany

61,224
932

Av. $2 3436
SI 7611
3 0426
6 4960

Av. S2 3984
SI 7611
3 0426
6 4960

Av. 82 0052
$3 2562

Av. $2 0052
S3 2562

S36.923 63

16,568 18

981 48

S34.917 06

15,131 39

513 02

S773 39
61 23

S115,115 16

50,108 88

1,195 02

$3,035 00
68 75

54,224 43
19,257 42

1,680 49
57 20

S94.081 05
19,472 99
9,217 93

122,771 97
3,034 84

122,777 04

3,034 84

112,652 47

275,366 Av. S2 00S1 Av. SO 4409 Av. $2 4490 $628,522 85 $123,894 09

$752,416 74

1 3994
0 1850

To inland dumps.

Boston Development and Sanitary Company.

To inland dumps.

To inland dumps.

Boston Development and Sanitary Company.

To inland dumps.

Boston Development and Sanitary Company.

To inland dumps.

39,994 tons to sea; 45,039 tons to Boston
Development and Sanitary Company.

Boston Development and Sanitary Company.

To sea.

Boston Development and Sanitary Company.

City Refuse Utilization Company.*

Total, as above $752,416 74

Add total of contract table (page 361) 172,901 82

Net amount of appropriation ■ . $925,318 56

* Contracts for disposal,
t Population, 16,376, duplicated in contract table.

Detail

of Collected Refuse

n the C

ty of Boston f

r the Year En

ing January 31,

PH.

—

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ASHEB.

GARBAGE.

WASTE AND RUBBISH.

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Public Works Department.

363

CITY OF BOSTON CHARLESTON

SANITARY DISTRICTS POP. 4^747

1913

FICURES SHOW ESTIMATED
MEAN 1913 POPULATION AND
POP. PER ACRE: ALSO.TOTAL
WEIGHT OF REFUSE AND COST
PER CAPITA FOR THE YEAR.

364 City Document No. 26.

HIGHWAY DIVISION — STREET CLEANING
AND OILING SERVICE.

Items of Expenditure for the Year.

Street Cleaning Branch.

General administration $21,162 65

Salary of division engineer (in part) , $875 00

Salary of supervisor (in part) . . 762 27

Salary of medical inspector (in part) , 360 27

Salary of general foreman . . 2,560 51

Salary of inspector of uniforms (in

part) 1,035 09

Stationery 108 95

Postage 116 21

Printing 891 45

Telephone service .... 474 12

Advertising 2 60

Incidentals 17 40

Coffee . . . . $2 15
Experimental work . 4 75
Photographs ... 3 00
Engineer's services . 7 50
Automobile repairs and mainte-
nance 2,809 11

Supplies .... $206 61
Garage rent . . . 181 50
Gasolene, oil, etc. . . 304 54
Tubes, tires, cases, new, 571 57
Tubes, tires, cases, re-
pairs of ... 62 95
Engine and body re-
pairs . . . . 371 94
Wages of chauffeur, gen-
eral foreman . . 1,110 00
Wages of supervisor's chauffeur (in

part) 278 25

Annuity, chapter 569, Acts of 1898, 300 00

Pensions paid to veterans, Civil War

(retired) 3,472 46

Pensions paid to retired laborers . 5,571 53

Uniforms . . . ... . 1,527 43

Carried forward $21,162 65

Public Works Department.

365

Brought forward ....

General expenses, other than general
tion . . . .

Wages of stablemen .

Wages of yardmen .

Wages of watchmen .

Wages of foremen's drivers

Wages of yard clerks and messengers,

Veterinary services and medicines

Hay and straw ....

Grain

Wagons and carriages, repairs .

Harnesses, new and repairs

Horseshoeing ....

Horses, new ....

Horses, clipping of .

Horses, outside board and care of

Stables and yards, rent of

Stables and yards, taxes on

Stables and yards, blankets, cover-
ings, brushes, oils, greases, pol-
ishes, furnishings

Stables and yards, buildings, re-
pairs

Electric light, yards and stables

Fuel, yards and stables .

Operating expenses ....

District foremen, salaries of

Subforemen, wages of, on paved
streets gutters, crossings, snow
work, patrolling, etc.

Laborers, wages of, on paved streets,
gutters, crossings, snow work,
patrolling, etc

Hired teams, on paved streets, gut-
ters, crossings, snow work, pa-
trolling, etc.

Horses, driving, hire of

Holidays, pay allowed

Pay allowed injured employees

Dumps, labor on

Dumps, rent of .

Snow license (part cost) .

Flushing machines, new .

Flushing machines, repairs

Sweeping machines, repairs, etc.

Water carts, repairs, etc. .

Carts, repairs ....

Carried forward .

administra-

$23,500 76

6,125 68

5,307 49

970 58

2,680 54

1,600 47

17,027 99

15,439 84

1,947 38

2,738 38

7,274 00

10,963 70

57 00

3,839 00

3,280 86

844 99

3,789 11

2,444 94

1,128 20

470 02

$21,162 65
111,430 93

$15,413 39

30,324 12

255,095 73

16,391 35

198 00

30,878 85

1,802 63

3,761 35

10,282 71

500 00

2,312 20

671 03

3,888 66

1,190 04

6,899 84

392,352 31

$512,203 48 $524,945 89

366 City Document No. 26.

Brought forward . . ... $512,203 48 $524,945 89

Snowplows, road machines, etc.,

new 624 00

Snowplows, road machines, etc., re-
pairs . . . . . 281 22

Push brooms, team brooms, handles,

etc

2,187 00

Hoes, shovels, picks, etc. .

1,169 13

Machine brooms and cores

4,295 00

Push carts and barrels . . .

1,929 50

Refuse boxes . . ...

1,056 51

Sand barrels and boxes

46 37

Sand (used on slippery streets)

564 35

Hose, for flushing machines

192 78

Hose, for watering carts . . .

72 90

Calcium chloride, for watering

streets

323 65

Total expenditures

. $524,945 89

Street Oiling and Watering Branch.

General administration

$7,089 18

Salary of division engineer (in part) ,

$375 00

Salary of supervisor (in part), .

762 27

Salary of medical inspector (in part),

154 40

Salary of general foreman . .

1,499 48

Salary of inspector of uniforms (in

part)

77 91

Wages of messenger ....

262 00

Stationery

46 69

Printing

272 11

Postage

107 32

Advertising

4 10

Telephone service ....

55 94

Traveling expense ....

21 00

Damages to property

66 35

Analyses of oils

35 00

Engineer's services ....

2 50

Express charges ....

1 70

Automobile expense, general fore-

man

2,952 19

New Rambler . $1,200 00

Registration . . 10 00

Garage rent . . . 180 00

Gasolene, oil, etc. . . 230 81

Tubes, tires, cases, new, 364 20

Tubes, tires, cases, re-

pairs . . . . 38 46

Carried forward . $2,023 47

$6,695 96 $7,089 18

Public Works Department.

367

Brought forward . $2,023 47

$6,695 96 $7,089 18

Engine and body re-

pairs . . . 793 49

Supplies . . . 104 45

Wages of chauffeur (gen-

eral foreman) . . 30 78

Wages of supervisor's chauffeur (in

part)

278 25

Uniforms

114 97

General expenses, other than general adminis-

tration

4,782 88

Wages of stablemen, watchmen and

yardmen

$2,281 31

Veterinary services and medicines .

34 64

Hay, straw and grain

684 89

Wagons and carriages, repairs

319 55

Harnesses, new and repairs

97 62

Horseshoeing

132 50

Horses, new

325 00

Yard and stables, blankets, covers,

brushes, oils, greases, polishes,

furnishings ....

427 81

Yard and stable buildings, repairs .

368 91

Light and fuel

47 75

Bicycles, repairs ....

62 90

Operating expenses ....

. 216,639 44

Inspector, wages, water distribu-

tion

10,843 11

Inspectors, wages, oil distribution .

2,957 13

Inspectors, wages, oil, plants and

cars

1,225 00

Laborers, wages, water distribution,

176 63

Laborers, wages, oil distribution

3,835 26

Laborers, wages, oil, plants and cars,

5,638 44

Laborers, wages, calcium chloride .

519 87

Chauffeurs and operators on auto

trucks

360 42

Hired teams, oil distribution .

12,001 50

Hired teams, water distribution

67,777 31

Hired teams, plants ....

1,007 63

Hired teams, calcium chloride .

418 36

Pay allowed injured employees

100 00

Holidays, pay allowed

1,350 10

Fuel, used at plants ....

666 64

Oil plants, repairs and furnishings .

1,020 43

Standpipes, repair and maintenance,

2,230 67

Calcium chloride ....

1,377 09

Road oil

94,788 33

Soap, emulsifying ....

2,734 87

Carried forward

$222,900 85 $228,511 50

368

City Document No. 26.

Brought forward ....

Lime, ash, sand, etc.

Sand and oil, labor mixing

Automobile truck, repairs and main-
tenance

Automobile express, repairs and
maintenance ....

Oil and water carts, repairs

Tools

Rent, Whittemore car siding, Mt.
Hope

Freights and demurrage on oil cars .

Total expenditures .

$222,900 85 $228,511 50
39 93

54

19

459

69

137 63

3,138 63

15 67

215
1,549

00
91

$228,511

50

Total, Street Cleaning Branch . $524,945 89
Total, Street Oiling and Watering

Branch 228,511 50

Grand total

$753,457 39

Miles and Areas of Streets Cared for, Year 1913=14.

Location.

Miles of Streets
Cared for.

Square Yards
Cared for.

Total
Square
Yards.

District No.

Paved.

Macadam.

30-foot

Roadway.

Paved.

Macadam.

9-foot

Wide

Gutters.

1

20.19
7.21
12.91
9.26
17.32
11.16
28.20
12.46
20.83

17.82
19.23
11.60
24.32

9.29
12.01

1.22
18.00

0.94

424,000
154,000
293,000
201,000
383,000
225,000
570,000
252,000
421,000

94,090

101,535

61,250

128,410

49,050

63,415

6,440

95,040

4,965

518,090

2

255,535

3

354,250

6

329,410

7

432,050

8

South End (uptown)

South End (downtown) . . .

288,415

8

576,440

9

347,040

10

North and West Ends

425,965

Totals

139.54

114.43

2,923,000

604,195

3,527,195

Public Works Department.

369

Summary.

Items.

Street Cleaning Branch.

Street Oiling and Watering
Branch.

1912-1913.

1913-1914.

1912-1913.

1913-1914.

Labor

Teaming

Supplies and re-
pairs

$365,620 S4
15,223 54

106,454 45

$382,842 51
16,589 35

125,514 03

$28,045 84
69,694 47

101,253 62

$32,727 46
81,204 80

114,579 24

Totals

$487,298 83

$524,945 89

$198,993 93

$228,511 50

Amount of Hay, Straw, Oats and Shorts Used by the Street Clean=
ing and Oiling Service for the Year 1912=13.

Amount Used.

Hay 1,111,822 lbs.

Straw 68.248 lbs.

Shorts 47,500 lbs.

Oats

30,166 bu.

Price Paid.

Highest. Lowest.

Per Ton.

$22 50 $18 25
21 75 18 00
28 00 23 00

Per Bushel.

$0 52f $0 41

Distribution of Horses and Rolling Stock January 31, 1914.

Items.

Horses, cart . . .
Horses, driving.
Carts, single. . .
Carts, watering ,
Machines:

Single

Double

Flushing

Road

Wagons:

Express

Concord

Exercising. . .

Snowplows

Buggies

Oil
Plants.

13

IS
2

16
1

Districts.

South
Stable.

West
Stable.

Total.

159
16

136
27

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370

Public Wokks Department.

371

Snow Work.

Cost of Snow Work and Volume of Snow Removed.

Snow Work
on Cross-
ings and
Gutters.

Total Cost.

Snow Removal.

Districts.

Total Cost.

*

Single

Loads

of Snow

Removed.

t

Cubic

Yards

Removed.

t

Cost
per Cubic

Yard
Removed.

1. South Boston

$1,593 71
254 28
329 16
491 87
700 26
716 17

1,691 08
508 65

2,046 47
4,069 91

$1,392 11
391 13
558 88
524 51
405 97
901 23

6,393 52
660 31

6,792 82
2,199 40

792
843
382
392
402
337
2,795
SS7

2,253
522

2,059
2,192

993
1,019
1,045

876
7,267
2,306

5.85S
1,357

$0 67
0 18

0 56

0 51

0 3S

1 03

0 8S

9. Back Bay

0 2S

10. West End and North
End

1 16

11. Patrol System

1 62

Totals

$12,401 56

$20,219 88

9,605

24,972

$0 81

* Includes Sundays paid time
t Street Cleaning Branch

and one-half, holidays paid double
loads, 2.6 cubic yards.

Summary.

Items.

Cost of
Inspection,
Labor and
Teaming.

Cost of
all Other
Charges.

Total Cost.

Amount
of Snow
Removed.

Cost
per Load
Removed.

Cost
per Cubic

Loads.

Cubic
Yards.

Yard
Removed.

$14,092 51
11,761 29

$6,127 37
640 27

$20,219 88
12,401 56

9,605

24,972

$2 10

$0 81

Snow crossings and gut-

Totals

$25,853 80

$6,767 64

$32,621 44

372

City Document No. 26.

Cost per

Thousand

Square Yards

Flushed Once.

d

9&

Gallons of

Water Used

per Square

Yard.

co

CI

o

o £

o
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DISTRIBUTION OF EXPENDITURES.

Removing snow .... $20,219 S8
Snow work on crossings and gut-
ters 12,401 56

■ $32,621 44

Flushing streets 21,562 75

Street patrolling by teams . . $25,198 62
Street patrolling by push carts . 104,994 79
Cleaning of subway passage . 1,067 10

Collection of refuse boxes . . 6,247 91

137,508 42

Cleaning of paved streets and

gutters $319,932 32

Cleaning of public alleys . 505 62

320,437 94

Sanding of slippery streets 1,835 06

Purchase of new horses . . . . . $10,963 70
Work performed for Sanitary Service . . 16 58

$513,965 61
10,980 28

Total expenditures, Street Cleaning Branch . . . $524,945 89
Oiling of public streets and ways . . . $138,331 37
Watering of public streets and ways . . 90,180 13
Total expenditures, Street Watering and Oiling
Branch

228,511 50

Total expenditures, Street Cleaning and

Oiling Service $753,457 39

Public Works Department. 379

APPENDIX D.

REPORT OF THE DIVISION ENGINEER OF
THE SEWER AND WATER DIVISION.

February 2, 1914.

Mr. L. K. Rourke,

Commissioner of Public Works:

Dear Sir,- — I respectfully submit the following
report of the income, expenditures and operation of the
Sewer and Water Division for the year 1913.

SEWER SERVICE.

The more important items oc work completed during
1913, or in progress at present, together with a brief
list of the work which it is intended to do in 1914, are
as follows:

Brighton.

Two thousand one hundred and fifty-four linear feet
of 2-foot 6-inch concrete and pipe surface drains in
Brainerd road.

Three hundred and fifty feet of 6-foot 6-inch by
5-foot concrete conduit in Commonwealth avenue, at
St. Lukes road.

Two thousand nine hundred and thirty-five linear
feet of pipe sewers and surface drains in Oakland street.

Contemplated.

The Telford street outlet across Charles River Reser-
vation and through Telford street, between Charles
river and Western avenue. This is to be a 5-foot
6-inch storm water outlet and is needed for the relief of
the Everett street area.

A portion at least of the 7,500 linear feet of 6-foot by
10-foot 6-inch concrete conduit for the easterly branch
of Shepard brook, between Charles river and Everett
street, should be put in.

380 City Document No. 26.

It is desirable also to build a sewer and surface drain
in Mt. Vernon street, with outlets in Foster street and
private land, to the Faneuil valley sewer and conduit,
and a concrete and pipe surface drain in Waverly street.

East Boston.

The 5-foot by 6-foot concrete culvert between Ben-
nington and Saratoga streets was completed and pipe
surface drains built in Thurston street, Butler avenue,
Breed and Saratoga streets; also a sewer and surface
drain system in Geneva street, between Gove and
Porter streets.

Contemplated.

One thousand one hundred linear feet of 5-foot
3-inch by 4-foot 9-inch concrete surface drain should be
built in Frankfort street, between Prescott road and
Neptune road, and in Neptune road on the northwest
side, between Orleans and Cottage streets, and on south-
east side, between Orleans street and Boston, Revere
Beach & Lynn Railroad, about 3,000 linear feet of
3-foot 6-inch concrete and pipe surface drains.

The sewer in Border street, between Sumner street
and Central square, has broken down several times and
should now be rebuilt; and also the Webster street
sewer, between points 60 feet and 220 feet east of
Orleans street.

Charlestown.

Nothing built during 1913.

Contemplated.

About 1,700 linear feet of the Rutherford avenue
sewer, between Middlesex and Cambridge streets, is in
a dangerous condition and should be rebuilt; as should
also the old slate, wood and brick sewer in Thompson
street, between Warren and Main streets.

West Roxbury.

The West Roxbury low level sewer was completed to
Florence street by building 2,687 linear feet of 2-foot
6-inch by 3-foot concrete sewer.

A sewer system was built in Spring, Baker and Gard-
ner streets, between Charles river and Heldun street,
aggregating 6,500 linear feet of 3-foot 9-inch concrete
surface drain and pipe sewers and surface drains.

Public Works Department. 381

In Anawan avenue, 2,900 linear feet of pipe sewers
and 3,400 linear feet of 3-foot 3-inch to 4-foot 6-inch
circular concrete surface drain were built

In Montclair avenue, between Merlin and Centre
streets, there were built 680 linear feet of pipe sewer and
2,500 linear feet of pipe surface drain.

Work is in progress on the Spring street brook con-
duit in private land, between Summer and Centre
streets.

Contemplated.

The Roslindale brook conduit should be extended
from its present terminus at Anawan avenue to Centre
street. This would allow of the building of surface
drains and catch-basins throughout the whole valley
between Beech street and Mt. Vernon street. This is
highly desirable as it would remove a large amount of
storm water from the Roslindale main sewer, which
has a direct connection with the Metropolitan main
sewer and pours such a large flood of water into it during
storms as to cause some complaint on the part of the
Metropolitan Commission.

Surface drain systems should be built in the Auburn
street brook area, in Centre street, between Day and
Green streets, and in Green street, between Washington
and Centre streets, the latter not only to separate the
system but also to relieve the existing sewer system.

A start should be made on the Temple street brook
conduit between the metropolitan sewer at Farragut
street and Temple street at the Needham Branch
Railroad.

Surface drains should be built in Central and Centre
streets, between the New York, New Haven & Hartford
Railroad and Montclair avenue, and in Parkman road,
between Jamaicaway and Perkins street.

Dorchester.

In the Neponset Playground a 4-foot 9-inch by 4-foot
6-inch concrete conduit was built from the railroad to
Neponset avenue, putting out of sight the offensive
channel.

Across Hallet street a 7-foot 9-inch by 6-foot 2-inch
double reinforced concrete conduit to form a part of the
permanent channel of Davenport brook; this work was
made necessary by the construction of Hallet street.

382 City Document No. 26.

Surface drainage system in Wellington Hill street
and in Ballou avenue.

Separate systems were installed in Roach street, Vesta
road and Bowdoin street.

A pipe sanitary sewer built in Dorchester avenue,
between Freeport street brook and Savin Hill avenue,
also in Adams street, Beach street, Cameron street,
Downer court and Harrison park.

The brick intercepting sewer, 5 feet in diameter, in
Auckland street, between Freeport street brook and
Hoyt street, rebuilt in concrete, was completed.

Contemplated.

The completion of the Mattapan brook conduit and
accompanying sewer in Astoria street and private land,
between Norfolk and Delhi streets, and the Davenport
brook conduit (north branch) in private land between
Burt and Washington streets.

Completion of the separate system of sewers in Ballou
and Woodrow avenues and Lyons street, and of the
surface drain in Blue Hill avenue, between Deering
road and Stratton street.

Construction of the Davenport brook conduit main
channel, from a point 820 feet easterly of Adams street
to Magdala street.

Davenport brook conduit, south branch, from Cod-
man street to Dorchester avenue. Rebuilding of old
and defective sewers in Springdale street, between the
New York, New Haven & Hartford Railroad and
Denny street, and in Dorchester avenue, from Hyde
street 155 feet northerly. Systems of sanitary sewers
in the Rugby district of Dorchester and Hyde Park.

Hyde Park.

Pipe sanitary sewers were built throughout the Pine-
hurst district, where cesspools afforded the only means
of sewage disposal; 15,292 linear feet of sanitary sewers
were built.

In Hyde Park avenue a 2-foot 9-inch concrete con-
duit, connecting with Mother brook, was built to abolish
the worst surface water nuisance in Hyde Park, viz., near
the rear of Kennally's Block, in the center of the busi-
ness district.

Public Works Department. 383

Contemplated.

Systems of sanitary sewers in:

The Readville district.

Hubbard street, from Metropolitan avenue to Huntington

avenue.
Huntington avenue, from Jefferson street to Safford street.
Metropolitan avenue, from Vose street to Greenwood avenue.
Milton avenue and Washington place.

Thompson street, from Glenwood avenue to Franklin street.
Foster street and Washington street.
Rutledge road, from Blake street to Wood avenue.

Systems of surface drains in:

Hyde Park avenue, from Factory street to River street.
Dana avenue, from Hyde Park avenue to Folsom street, and in

Folsom street.
Arlington street, from Hyde Park avenue to Providence street.
Providence street, from Arlington street to West street.
Outlet for Business street to Mother brook.

ROXBTTRY.

Separate systems of sewers were built in Huntington
avenue, between Bryant and Gainsborough streets, in
Munson street, Oak Grove terrace, Seaver and Sarsfield
streets and in Van Ness street, also a concrete surface
drain in Fenner street, Cobden street, etc., to relieve
the floodings in Cobden street.

Contemplated.
The work contemplated for the coming year consists
of the completion of the separate systems of drainage
in the Cobden street district, the Harold street district
and the Halleck street district.

It is also necessary that several streets in the Back
Bay, such as Haviland street, Batavia street, etc., should
be rebuilt.

South Boston.

The low level sewer consisting of 24-inch, 18-inch and
15-inch pipe, on piles, across the Commonwealth lands
from Summer street to Northern avenue and in North-
ern avenue to the new Commonwealth and Fish Piers,
was completed.

The pumping station in Summer street, near E street,
to lift sewage from the system described above and

384 City Document No. 26.

discharge into the old sewer in E street was completed
and put in operation. This station is underground,
automatic, electric, and contains two 10-inch Yeomans
vertical, single suction, inclosed impeller pumps, driven
by two 20 horse power Westinghouse motors, controlled
by two Cutler-Hammer automatic switches. Total lift,
about 13 feet.

A separate system was built in Sleeper street, the
Kemp street overflow, a 10-foot 4-inch by 6-foot 3-inch
concrete conduit, completed 500 feet into Old Harbor
and the H street overflow extended 50 feet with 60-inch
iron pipe.

Contemplated.

Separate systems in Old Colony avenue, from Hyde
street to Mt. Vernon street, and in East First street
extension, from H street to West First street. Surface
drains in B street, from Frazer to Congress street, and in
Southampton street, from the South bay sluiceway
easterly. A half-tide dam in the South bay sluiceway
at Southampton street, to keep the flats between that
point and Massachusetts avenue covered in order to
abate the nuisance arising from the sewage pollution
flats.

City Proper.

The main sewer for the South End improvement
system, a double superposed structure, 6 feet 5 inches
by 6 feet 5 inches and 6 feet 5 inches by 4 feet 2 inches,
reinforced concrete, between Albany and Tremont
streets, was finished.

A contract was let for the extension of the system
northwest of Tremont street, and sewers built in
Montgomery, Clarendon, Chandler, Buckingham, West
Canton streets and Warren avenue. Sewers vary in
size from 12-inch pipe to 9-foot by 4-foot reinforced
concrete.

In the alleyway northwest of Tremont street and in
Dartmouth street the old sewers are being rebuilt,
sizes running from 3 feet 6 inches by 3 feet 6 inches to
4 feet 9 inches by 4 feet 9 inches. A contract was let
for the pumping station machinery and contracts for
the pumping station structure and outlet section
through the Gately Wharf property to Fort Point
channel. The machinery consists of four vertical
centrifugal electric motor-operated pumping units,

Public Works Department. 385

together with all fitting, valves, switch boards, con-
trollers, etc. The four units are as follows:

One 24-inch centrifugal pump, capacity 15,000 gallons per

minute under 13| feet head.
Three 36-inch centrifugal pumps, capacity 30,000 gallons per

minute, each under 13| feet head.
One 75 brake horse power constant speed, squirrel-cage,

3-phase, alternating current, induction motor, speed 240

revolutions per minute, with 60-cycle current at 440 volts.
Three 150 brake horse power motors, description same as

above, speed 200 revolutions per minute, with current as

above.

Contractors, the Epping Carpenter Pump Company
of Pittsburgh, Pa.; contract price, $34,836.

The pumping machinery is to be automatically
started and stopped, and this station will be the largest
sewage pumping station of this kind in the world.

The contract for the pumping station structure com-
prises a reinforced concrete chamber, below ground,
91 feet long by 40 feet wide by 29 feet deep, and a
superstructure one story in height and 63 feet long by
40 feet wide. It also includes sewers to connect up
with the main sewers built last year and this in Union
Park street.

The aggregate value of the contract is $60,520, of
which about $50,000 is for the pumping station. The
contract for the outlet section through Gately's Wharf
comprises about 293 linear feet of 4-foot 10-inch by
10-foot 6-inch gravity main and 2-foot 9-inch by 10-foot
6-inch force main placed side by side, all of rein-
forced concrete, also regulator, tide gates, etc., in Albany
street.

On the Pleasant street widening, a separate system
of sewers was designed and built, and is of a highly
complicated nature. The old combined system had to
be changed to the separate system in the middle of a
district where no work of converting the old system to
the separate system had as yet been done. The system
put in had therefore to be fitted to operate as a separate
system when the mains for the separate system shall
have been brought up from Beacon street some years
hence, while operating at present as a combined system;
the existing sewers also were utilized, and the system,

386 City Document No. 26.

on account of the width of the street, was made a double
one, that is, a sewer and surface drain on each side of
the street.

Separate systems of sewers were also built in Berkeley,
Lime, North Anderson, Parkman and River streets.

The Transit Commission has constructed sewers in
Boylston street, Summer street and Court street in
conjunction with their work of subway building.

Contemplated.

On the South End improvement the pumping station
is to be built and the extension of the system northwest
of Tremont street is to be completed; in the alleyway
and in Concord square, Greenwich park and alleyway
north of Massachusetts avenue.

A separate system in Chestnut street, between
Brimmer street and Charles river, rebuilding the old
sewer.

The following old sewers rebuilt:

Waterford street, between Washington street and
Shawmut avenue.

Church street, between Boylston and Providence
streets.

Beach street, between Atlantic and Harrison avenues.

Kilby street, between Central and Milk streets.

Water street, between Broad and Congress streets.

Salutation street, between Hanover and Commercial
streets.

A new sewer in Lucas street and a sewer for the
widening in Avery street.

Public Works Department. 387

WATER SERVICE.

On August 20, 1913, the Metropolitan Water and
Sewerage Board, under authority of chapter 694 of the
Acts of 1912, acquired Fisher Hill Reservoir and 14.41
miles of large supply mains owned by the City of Boston
in Brookline and Somerville, paying therefor the sum
of $150,000. This action terminates an undesirable
condition which has existed since 1898; the fact that
all the reservoirs and large mains outside of the city
limits are now under one control undoubtedly makes
for safety.

During the year one hundred thirteen thousand seven
hundred seventy-one (113,771) linear feet of main pipe
was laid, relaid and relocated, and fifty-four thousand
nine hundred forty (54,940) linear feet was abandoned.

The character of the work was as follows : Sixty-three
thousand one hundred thirty (63,130) linear feet con-
sisted of extensions in anticipation of street construc-
tion, for new buildings, for the general improvement of
the system, and for fire and sprinkler service. Among
other improvements effected have been the following:

The connection of several mains between Dorchester
and Hyde Park.

The fire protection of the Rugby district at Mattapan.

The mains required for the Park square district.

The furnishing of a second high service feed from
Columbus avenue into Copley square.

The abolishing of dead-ends in that part of Hyde Park
known as "Corriganville.'

The establishing of two emergency connections, one
with Newton on Washington street, Brighton, and one,
the "double high service," with Brookline on Pond
street, West Roxbury.

The strengthening of the " double high service" by
a main crossing the New York, New Haven & Hartford
Railroad at Bellevue station and connecting with the
12-inch pipe in Centre street at Church street, West
Roxbury.

The supplying St. Joseph's Cemetery, West Roxbury,
and Fairview Cemetery, Hyde Park, with water.

388 City Document No. 26.

The laying of an auxiliary supply main in Butler
street, Orient Heights, to insure a more certain supply
for Deer Island, etc.

The relaying was done where the need of better fire
protection was most urgent, being scattered throughout
the city as follows:

City Proper.

Newbury street, 2,450 feet 6-inch pipe relaid with 12-inch.
Marlborough street, 2,900 feet 6-inch pipe relaid with 12-inch.
Fairfield street, 1,150 feet 6-inch pipe relaid with 10-inch.
Pleasant street, 1,800 feet 12-inch pipe relaid with 12-inch.
Astor street, 900 feet 6-inch pipe relaid with 12-inch.
Haviland street, 500 feet 6-inch pipe relaid with 12-inch.
Batavia street, 1,000 feet 6-inch pipe relaid with 10-inch.
St. Stephen street, 600 feet 6-inch pipe relaid with 10-inch.
Dalton street, 500 feet 8-inch pipe relaid with 12-inch.
Cambria street, 400 feet 6-inch pipe relaid with 12-inch.

Roxbury.

East Lenox street, 1,100 feet 6-inch pipe relaid with 12-inch.
Yeoman street, 900 feet 6-inch pipe relaid with 12- inch.
Norfolk avenue, 1,250 feet 6-inch pipe relaid with 12-inch.
George street, 1,750 feet 6-inch pipe relaid with 10-inch.
Eustis street, 1,350 feet 6-inch pipe relaid with 10-inch.

South Boston.

Fargo street, 600 feet 12-inch pipe relaid with 16-inch.
B street, 400 feet 12-inch pipe relaid with 16-inch.

Brighton.

Linden street, 100 feet 6-inch pipe relaid with 10-inch.
Ashford street, 1,500 feet 6-inch pipe relaid with 10-inch.

Dorchester.

Norfolk street, 2,150 feet 6-inch pipe relaid with 10-inch.
Hecla street, 900 feet 6-inch pipe relaid with 10-inch.
Faulkner street, 550 feet 6-inch pipe relaid with 10-inch.
Ditson street, 500 feet 6-inch pipe relaid with 10-inch.
Draper street, 1,100 feet 6-inch pipe relaid with 10-inch.
Charles street, 950 feet 8-inch pipe relaid with 12-inch.
Fox street, 450 feet 6-inch pipe relaid with 12-inch.

Hyde Park.

West River street, 290 feet 8-inch pipe relaid with 12-inch.

Readville street, 1,700 feet 6-inch pipe relaid with 12-inch;
750 feet 12-inch pipe relaid with 12-inch.

River street, 4,500 feet 4-inch, 6-inch and 8-inch pipe relaid
with 16-inch.

Public Works Department. 389

In Hyde Park particularly a very great and much
needed improvement was made, both in the fire protec-
tion and in the general supply, 9,850 linear feet of old
and small pipes being relaid with pipes of adequate size,
in addition to extensions amounting to 3,560 feet in
length.

Five hundred fifty-one public and seven private
hydrants were established, and 306 public and three
private hydrants were abandoned, the work being done
partly in connection with pipe-laying contracts, partly
under a separate contract, and partly by day labor.
(See Table VII., page 470, for details of hydrants.)

One thousand four hundred ninety-three service pipes
were laid and 485 were abandoned. (See Table X., page
472, for details of services.)

The following mains were cleaned by contract during
the year with very satisfactory results:

2,242 linear feet 16-inch in Brooks street, East Boston.

842 linear feet 12-inch in Prince street, city proper.
6,677 linear feet 12-inch in Washington street, West Roxbury.
7,449 linear feet 12-inch in River street, Dorchester.

The daily average consumption for the year was
79,390,600 gallons, a decrease of 10,646,900 gallons
from the consumption of 1912. The daily average per
capita consumption was 108 gallons, a decrease of 17
gallons from the record of 1912, and the lowest rate
since 1895. These figures show a notable decrease in
the quantity of water used in the city. They mean
that 3,886,118,500 less gallons were used during the
past year than in 1912, despite the fact that the esti-
mated increase of population has been 14,460. This
gratifying result is due to the installation of meters, an
unusually mild winter, and to the work of the Waste
Prevention force.

Respectfully submitted,

F. A. McInnes,
Division Engineer.

390 City Document No. 26.

SEWER SERVICE.

The work of the service is carried on under chapter 9,
City Ordinances 1910, and chapter 47, Revised Ordi-
nances 1898, and the following statutes:

Chapter 426 — 1897, as amended by 450 — 1899 and 268 —
1903.
Chapter 383 — 1903, as amended by 464 — 1907.
Chapter 550 — 1907.
Chapter 204 — 1908.
Chapter 514 — 1908.
Chapter 348 — 1912.

The Duties of the Sewer Service.

1. Preparation of plans for sewerage works.

2. Construction and maintenance of all drainage
works.

3. Investigation of complaints in regard to defective
drainage.

4. The granting of permits for sewer construction.

5. The preparation of plans for the assessment of the
cost of sewer construction.

6. The examination of the plans of other corpora-
tions proposing to construct works in public streets with
reference to their probable interference with sewerage
works.

Total number of employees on pay roll January

31, 1913 532

Total number of employees on pay roll January

31, 1914 516

Total amount of weekly pay roll January 31,

1913 $9,667 42

Total amount of weekly pav roll January 31,

1914 .....".... $10,205 00

Total amount of monthly pay roll January 31,

1913 $658 00

Total amount of monthly pay roll January 31,

1914 .... . . $666 33

Total amount of monthly pension roll January 31,

1913^

Veterans $403 52

Laborers $247 54

Public Works Department. 391

Total amount of monthly pension roll January 31,
1914:

Veterans $513 42

Laborers $367 92

Average weekly pay roll, including monthly roll

and exclusive of pension roll, for fiscal year, $9,951 06
Charged as follows: ,

Maintenance . . . . *$4,391 68
Sewerage works . . . 2,845 92

Separate systems of drainage . 2,713 46

Average number of men employed . . . 526

Number of men on pension roll January 31, 1913 :

Veterans 9

Laborers .... .... 8

Number of men on pension roll January 31, 1914:

Veterans 12

Laborers 12

Average number of horses maintained by the

service during the year . . ... 46

Rate of wages per clay to common laborers . . f$2 25

* Includes amount charged to the Sanitary and Street Cleaning Services $326 61

Paving Service 412 75

Abolishment of grade crossings 2,158 07

High Pressure Fire Service 508 36

Bridge Service 198 29

$3,604 08

t$2.25 to May 31, $2.50 from May 31.

392

City Document No. 26.

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393

MAINTENANCE EXPENDITURES, FEBRUARY 1, 1913, TO
JANUARY 31, 1914.

Sewer Service.
Improved Sewerage.

Pumping station, inside
Pumping station, outside
Pumping station, engines
Pumping station, boilers

Moon Island . ._ .
Main and intercepting sewers
Office salaries

543,433 74
15,259 82
22,784 55
16,462 34

Stony Brook.

Maintenance

$97,940 45

17,898 50

26,098 29

3,000 00

$144,937 24
1,593 44

Miscellaneous Maintenance Charges.

Cleaning catch-basins 35,821 47

Yards and lockers 4,561 95

Employed at yards 22,478 59

Horses, carts, harnesses, etc $22,621 98

Teaming 19,079 30

Less amount earned by service teams

Automobiles

Cleaning sewers ....
Office salaries ....

Office expenses ....
Culverts, repairing and maintaining
Repairing department buildings
Repairing catch-basins, South Boston
Repairing catch-basins, East Boston
Repairing catch-basins, Charlestown
Repairing catch-basins, Brighton
Repairing catch-basins, West Roxbury
Repairing catch-basins, Dorchester
Repairing catch-basins, Hyde Park
Repairing catch-basins, Roxbury
Repairing catch-basins, city proper
Repairing sewers, South Boston
Repairing sewers, East Boston
Repairing sewers, Charlestown
Repairing sewers, Brighton
Repairing sewers, West Roxbury
Repairing sewers, Dorchester
Repairing sewers, Roxbury
Repairing sewers, city proper
Repairing sewers, Hyde Park

Pension roll (veterans)
Pension roll (laborers)

$41,701 28
24,560 42

$1,837 48

1,409 96

1,741 65

554 18

485 71

950 05

1,327 37

3,851 62

47 36

4,265 93

3,834 38

539 89

511 25

243 38

634 24

2,189 10

3,537 42

9,962 86

5,293 46

58 76

17,140 86

8,962 44

36,956 62

13,263 46

3,354 75

43,276 05
5,151 63
3,589 68

Carried forward $341,088 18

394

City Document No. 26.

Brought forioard

$341,088 18

Fuel and oil

2,139 47

Hardware, tools, etc

7,124 31

Engines and boilers

66 39

Sundries and miscellaneous charges .

10,734 56

Damages, claims and medical attendance

4,576 74

Telephones

835 31

House connections

9,194 10

Rubber goods

1,770 04

Gatehouse, Fenway

150 24

Stock

40,413 37

$418,092 71

Credit.

Amount earned by service engines .

$340 00

Stock transferred and used on construction . 28,531 84

Rubber goods transferred and used on con-
struction . . . 295 95

Fuel and oil transferred and used on con-
struction 1,134 43

Hardware, tools, etc., transferred and used on

construction 669 82

1913.

Charges to Various Parties for Work Done and Material
Transit Commission .
Sanitary Service .
Water Service
Paving Service
Street Cleaning and Oiling
Boston Elevated Railroad
Bridge Service

Abolishment of Grade Crossing
R. S. Brine Transportation Company
Boston Pneumatic Transit Company

James Doherty

Cruff & Byrne

C. J. Donovan

Metropolitan Sewer and Water Board
United States Trust Company
R. B. Brigham Hospital Trustees .
Wheeler, McElveen Company .
W. Perry Company ....
Boston Athletic Association

John Hallett

Roxbury Iron Metal Company
David Grossman ....

E. L. Rhodes, E. O. Howard, Trustees
Schoolhouse Commission .
Edison Electric Illuminating Company

Max Palis

Jersey Creamery Company

Mr. Bradley

T. Reardon

New England Telephone & Telegraph Company
West Newton Street Garage
Monahan Estate

Carried forward .

30,972 04

,120 67

Furnished.

$4,492 58

631

03

507 05

221

89

217

66

1,046

35

133

69

312

28

47

26

74

94

6

00

5

50

61

00

6,770 20

20

00

665

75

147

25

83

50

67

92

44

00

49

00

25

00

65

60

38

43

36

11

427

78

144

00

2

00

5

00

397 88

108

00

20 73

$16,875 38

Public Works Department.

395

Brought forward .
Metropolitan Park Department
Paine Furniture Company

$16,875 38

13 27

6 00

$16,894 65

Amounts Collected by City Collector and Credited to Appropriation for Sewer
Service Maintenace, February 1, 1913, to January SI, 1914.

Boston Transit Commission
Boston Elevated Railway Company
Paine Furniture Company
United States Trust Company
Edison Electric Illuminating Company
Boston Athletic Association
Boston Pneumatic Service Company

Cruff & Byrne

Abolishment of grade crossings

Public Works Department, Paving Service

Public Works Department, Sanitary Service

Public Works Department, Water Service

Public Works Department, Street Cleaning Service

J. Doherty

Appropriation for 1913-14
Collections for 1913-14 .

$4,584 23
712 35
6 00
20 00
36 11
67 92
74 94

5 50
312 28
155 53
572 00
438 39
217 66

6 00

$7,208 91

$380,000 00
7,208 91

$387,208 91

396

City Document No. 26.

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Recapitulation. — Maintenance Detail, 1913=14.

Improved
Sewerage.

Outside
Improved
Sewerage.

Totals.

$101,291 42

5,577 13

832 66

* 347 41

t 18,487 41

t 1,242 74

§ 1,523 90

1,705 71

826 50

2,653 86

|| 1,325 00

9,410 69

$134,728 94

41,408 72

10,700 85

27 10

1,350 75

788 72

$236,020 36

46,985 85

11,533 51

374 51

Fuel

19,838 16

Oil

2,031 46

1,523 90

1,705 71

Car fares and traveling expenses

766 13
14,033 61

1,592 63
16,687 47

1,325 00

9,410 69

Rent

1,732 67

835 31

6,544 44

84,798 65

1,732 67

835 31

6,544 44

84,798 65

Credits.

Improved Sewerage.

Labor $220 90

Stables 66 29

$145,224 43
287 19

$297,715 89
55,532 46

$442,940 32

Outside Improved Sewerage.

Miscellaneous $12,079 44

Labor 18,892 60

Stock 24,560 42

55,819 65

$144,937 24

$242,183 43

$387,120 67

* Waste.

1,870 J pounds at 10c $187 02

728 pounds at 8| c 63 70

600 pounds at 9|c 55 50

300 pounds at 10c. and express, 30 65

124 pounds at 8|c 10 54

$347 41

f Coal.
4,340 tons 1,058 pounds soft. . . $17,773 45
87 tons 1,100 pounds hard . . 692 96

2 cords wood 21 00

$18,487 41

|| Towing.
Boston Tow Boat Company.

$1,325 00

§ Packing.

24 springs $54 00

1,435/B pounds at 35c. to $2.50, 1,401 70

Repair to metallic packing .... 68 20

$1,523 90

tOlL.

2,090| gallons engine at 18c.

1,256| gallons cylinder at 28c.

57 gallons sperm at 90c.

50 gallons lard at 90c.

60 gallons raw at 52c.

3,000 pounds grease at 10c.

810 gallons kerosene at 8^ to 12c.

210 gallons gasolene at 17 to 19|c.

$1,242 74

Public Works Department.

401

Coal at Pumping Station.

D.^

Contractor.

Tons.

Paid in 1913-14.

Per Ton.

Totals.

1913.

i 12. .
5 . .

D. Dohertv & Co

1

1,2mm

So 00
3 67

So 00

April

Spring Coal Company (barge
"George R. Scofield")

4,660 27

May

28. .

i

4 50

4 50

July

10. .

Staples Coal Company (lighter
" Marse")

200

4 65

930 00

Aug.

27. .

1

4 50

4 50

Aug.

22 . .

James O'Neil et al., receivers
(lighter "Franklin H. Skeele").

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4 00

*0.18

1 746 42

July

18. .

New England Coal and Coke
Company (lighter "Cherry") . .

} oOOsffij |

4 00
f0 20
t0 27

1 2,235 18

Sept.

4. .

New England Coal and Coke
Company (barge "Annie") ....

1,968?8SJ

4 18

8,230 08

Sept.

6..

Metropolitan Coal Company
(lighter "No. 3")

220-Mb

4 35

957 50

Totals

4,340JSfg

$17 773 45

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South End Improvement, Section 1.
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South End Improvement, Section 3.
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413

Sewerage Works Loan, 1913=14.

Engineers' salaries, general ....
Amount charged to construction of sewers

$34,274 01
17,465 00

$51,739 01

Engineers' Expense.

Labor

Teaming

Car fares, etc.

Photos

Rubber goods

Motorcycle

Rent

Supplies, repair on instruments, and miscellaneous

$774 71

84 56

1,008 92

679 60

35 99

300 00

18 00

2,449 81

$5,351 59

Pumping Station Construction.

Contracts Pumping Station Calf Pasture.

E. F. Kennelly, waterproofing .
Lumsden & Van Stone Company, steam

drum

Power Equipment Company, turbine

pumping engine

Coffin Valve Company, hydraulic press,
Gibby Company, pipe supports
Gibby Company, cast-iron screens .
Lumsden & Van Stone Company, piping,
W. H. Gallison Company, piping .
Power Equipment Company, connecting

force main

Lumsden & Van Stone Company, piping,
Smith Erecting & Contracting Company,

steel floors ....
W. A. Snow Iron Works, flooring
E. Van Norden Company
W. H. Gallison Company, piping

Labor .

Studies

Borings

Machinery

Materials

Advertising

$625 72

450 00

6,000 15

950 00

86 00

600 00

1,767 18
794 07

910 00
650 00

879 00
1,969 11
2,359 00

592 16

$18,632 39

1,489 95

368 80

69 50

1,160 67

774 67

12 90

$22,508 88

414

City Document No. 26.

Sundries.

B. F. Sturtevant Company, extending drain on
Readville street, Hyde Park ....

$56 92

Coffin Valve Company:
Ten new sluice gates
Advertising

McKenzie & Temple:
New shaft house .
Advertising

Moon Island.

$7,125 00
4 30

7,129 30
854 00

$850 00
4 00

$8,040 22

Abolishment of Grade Crossings.

Saratoga and other streets, East Boston, begun April 24, 19 IS;
finished November 6, 1913.

Work Done by Day Labor.

Engineering ....

Labor

Teaming

Material

Miscellaneous ....

$94 20
2,063 87
256 25
863 24
218 23

$3,495 79

Built, 1913:

Butler avenue, from Bayswater street to Faxon
street, 139.62 linear feet 18-inch pipe surface,

2 manholes

210.66 linear feet 15-inch pipe surface

Saratoga street, from Butler avenue easterly,
210.30 linear feet 15-inch pipe surface, 1 man-
hole

Breed street, from Ford street to Bennington
street, 210 linear feet 10-inch pipe surface, 1
manhole .-"•

Thurston street, from Butler avenue easterly,
143.90 linear feet 12-inch pipe surface, 1 man-
hole

6.3-foot cut
5.5-foot cut

7.5-foot cut

8.5-foot cut

6.5-foot cut

Public Works Department. 415

Court Executions and Awards on Account of Land=takings, Etc.

Roman Catholic Archbishop of Boston, Leyden
street, court execution $124 96

Reuben Whitten, Glendon street, court execu-
tion 3,384 79

Boston Elevated Railway Company, Stony brook,

Street Commissioners award . . . . 31 50

Lawrence Norton, Stony brook, Street Commis-
sioners award 75 00

M. M. Wilson, Mt. Bowdoin terrace, Street Com-
missioners award 33 80

C. M. Hayden and J. W. Dutton, Albany and
Union Park streets, Street Commissioners
award 13,125 00

E. S. Grew et al., Beaver street, Hyde Park, court
execution 61 25

W. J. Jordan, Clifford street, Street Commis-
sioners award 150 00

H. I. Bornstein, Ballou avenue, Street Commis-
sioners award 80 00

E. R. Bolster, Norfolk street, Street Commis-
sioners award 75 00

C. V. Lynch, Norfolk street, Street Commis-
sioners award 40 00

C. E. Pinkham, Vermont street, Street Commis-
sioners award 103 00

Jacob Koob, Walworth street, Street Commis-
sioners award 250 00

Jacon Seaver et al., Morton street, court execu-
tion 1,000 00

$18,534 30

416

City Document No. 26.

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432

City Document No. 26.

Separate Systems of Drainage, 1913-14.

Engineers' salaries, general

Amount charged to construction of sewers ....

Engineers' Expenses.

Labor ....

Teaming

Car fares

Photos .

Supplies and stationery

Rent ....

Sundries
City of Newton, right of drainage

Labor

Teaming ....
Material ....
Paving and Water Services
Advertising; ....

$41,167 06
15,509 00

$56,676 06

$754 69
154 52
828 38
152 90
99 47
230 00

2,219 96

$450 00

51 00

55 25

315 47

19 78

8 50

$900 00

Court Executions and Awards on Account of Land-takings, etc.
Ellen F. Root, Stony brook, Section 7, court execution . $1,004 38

Public Works Department.

433

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Public Works Department.

437

Catch=basins Built, 1913=1914.

Contract.

Day
Labor.

Rebuilt.

District.

Contract.

Day Labor

29
19
56
60
30

5

5
50
35
18

1
32
16

3

11

1

1

1

Hyde Park

IS

Totals

212

165

1

13

Total catch-basins built, 391.

Entrance Fees, Permits and Assessments.

Entrance fees to the amount of $4,854.24 have been
deposited with the City Collector for collection from
estates upon which no sewer assessment was ever paid,
in accordance with the Ordinances of 1910, chapter 9,
section 10.

Bills for sewer assessments amounting to $1,597.78
have been deposited for collection, representing those
estates assessed under chapter 456 of the Acts of 1889,
and other acts, which have been connected during the
year with the sewers for which they were assessed.

Three thousand five hundred and seventy-one permits
have been issued, viz., 581 to district foremen, 233 to
contractors and 2,757 to licensed drain layers for repair-
ing or laying house drains. The work done under these
permits has been inspected and a record of the same
made on the plans of the Sewer Service, in accordance
with the Ordinances of 1910, chapter 9.

Plans for the assessment of estates for sewer construc-
tion have been furnished the Street Commissioners,
representing 34,782 feet of sewers and appurtenances,
costing $211,247.09.

438

City Document No. 26.

Rates Paid for Hired Machinery.

Bull wheel derrick and engine
Carson trench machine, complete _ .
Carson trench machine, without engine

Electric motor $1.00

Cable and engine, complete

Hoisting engine

Boiler ....

Buckets, Carson machine

Buckets, large iron

Pumping engine or motor and pump, complete

$85.00 per month
$170.00 per month
. $120.00 per month
per month per horse power
. $170.00 per month

$75.00 per month

$75.00 per month
. $1.40 per month each
. $2.50 per month each

$75.00 per month

Cost of Maintaining all Horses in the Sewer Service, February
1913, to January 31, 1914.

Items.

Total Cost.

46 Horses,

Average Cost

per Day.

Labor

Hay and grain

Shoeing

Veterinary services, medicine and clipping
Stable goods

$12,950 92

7,585 57

1,832 50

212 05

469 31

$23,050 35

771
452
109
012
027

$1 371

Summary of Sewer Construction for the Year Ending January

31, 1914.

District.

Built by the

City by
Contract or
Day Labor.

Built by
Private
Parties.

Total Length
Built.

City proper. . . .
East Boston. . .
Charlestown . . .
South Boston. .

Roxbury

West Roxbury .
Dorchester. . . .

Brighton

Hyde Park

Linear Feet.
16,287.71
3,492.63

Linear Feet.
7,756.12

Totals.

4,086.97

4,856.30

33,4S3.10

30,021.69

7,536.17

19,933.03

119,697.60

771.87
258.96
7,625.40
2,194.28
440.20
423.99

19,470.82

Linear Feet.

24,043.83

3,492.63

4,858.84

5,115.26

41,108.50

32,215.97

7,976.37

20,357.02

139,168.42

Public Works Department.

439

Summary of Sewer Construction for Five Years Previous to
February 1, 1914.

1909.

1910.

1911.

1912.

1913.

Built by the city by contract

Linear
Feet.

101,073.47

11,606.97

Linear
Feet.

114,731.10

17,051.62

Linear
Feet.

73,974.21

9,622.46

Linear
Feet.

97,884.05

18,106.61

Linear
Feet.

119,697.60

19,470.82

Built by private parties

Totals

112,680.44

131,782.72

83,596.67

115,990.66

139,168.42

Schedule of Sewers Built to February 1, 1914, in the City of Boston.

District.

Length of

Sewers Built

During the

Year Ending

January

31, 1914.

Length of
Sewers Re-
built or
Abandoned
During the
Year Ending
January 31,
1914.

Additional Length
of Sewers for the

Year Ending
January 31, 1914.

City proper . . .
East Boston. . .
Charlestown. . .
South Boston. .

Roxbury

West Roxbury.
Dorchester ....

Brighton

Hyde Park

Linear Feet.

24,043.83

3,492.63

4,858.84

5,115.26

41,108.50

32,215.97

7,976.37

20,357.02

Linear Feet.

8,842.85

300.00

Linear Feet.

15,200.98

3,192.63

658.00
1,361.25

680.00
1,393.01

265.00

4,200.84

3,754.01

40,428.50

30,822.96

7,976.37

20,092.02

Miles.
2.88
0.60

0.80
0.71
7.66
5.84
1.51
3.81

Totals 139,168.42

Total length built previous to January 31, 1913. . .

13,500.11 125,668.31

Length of common sewers

Length of Metropolitan intercepting sewers .
Length of intercepting sewers.

Total.

Total mileage of streets containing sewerage works.

23.81

818.78

842 . 59

6.81

24.12

S73 . 52

540.50

440

City Document No. 26.

Table of Approximate Quantities, Lifts and Duties at Calf Pasture
Pumping Station, 1913=1914.

Month.

Total
Pumpage.
Gallons.

Average

per Day.

Gallons.

Minimum

Day.
Gallons.

Maximum

Day.

Gallons.

Aver-
age
Lift.
Feet.

Average
Duty, Foot-
Pounds, per
100 Pounds

of Coal.

1913.

February. . . .

March

April

May

June

July

August

September . . .

October

November. . .

December

1914.
January

2,597,813,000
3,520,043,000
3,363,447,000
2,852,476,000
2,493,724,000
2,452,288,000
2,756,849,000
2,725,198,000
3,609,356,000
2,629,567,000
2,878,006,000

3,161,876,000

92,779,000

113,550,000

112,114,000

92,015,000

83,124,000

79,106,000

88,931,000

90,840,000

116,431,000

87,652,000

92,839,000

101,996,000

75,168,000
87,119,000
82,161,000
72,645,000
64,8S5,000
66,820,000
65,973,000
72,579,000
80,137,000
69,727,000
71,868,000

76,465,000

143,517,000
171,698,000
177,575,000
134,161,000
106,156,000
105,921,000
122,731,000
142,184,000
137,689,000
149,018,000
140,301,000

163,594,000

39.6
39.7
39.7
39.6
39.5
39.4
39.5
39.5
39.6
39.6
39.6

39.5

96,100,000
96,600,000
98,200,000
105,300,000
95,400,000
93,700,000
91,000,000
88,300,000
87,300,000
79,500,000
S9,700,000

S8,800,000

Total.
Averages. .

35,040,643,000

95,94S,000

73,796,000

141,212,000

39.6

92,309,00

* Average from yearly quantities.
Records from plunger displacement.

Calf Pasture Pumping Station.

This plant contains the following sewage pumping
units :

One vertical beam and fly-wheel triple expansion
engine of the Leavitt type; cylinders, 18| inches, 33
inches, 52f inches in diameter; two single acting pump
plungers, each 60 inches in diameter and 120-inch stroke;
capacity, 72,000,000 gallons in twenty-four hours with
40-foot lift.

Two vertical beam and fly-wheel compound engines
of the Leavitt type; cylinders, 25§ inches, 52 inches in
diameter; two single acting pump plungers, each 48
inches in diameter and 108-inch stroke; capacity of
each engine, 35,000,000 gallons in twenty-four hours
with 40-foot lift.

Two steam driven turbine centrifugal pumps of the
De Laval type with a capacity of 56,000,000 gallons
each in twenty-four hours with 40-foot head.

Public Works Department. 441

The principal alterations and repairs are as follows :

Gate House. — A new steam and hydraulic sewage
press was installed, resulting in a saving of 300 pounds
of coal a day.

Main Building. — The second steam turbine centrifu-
gal pump was installed, both units are now undergoing
tests; the cast-iron floor for the turbines and the new
roof over them was completed. The slate roof and the
windows were repaired. The salt water injection pumps,
dynamos, and motor on pipe cutting machine were
overhauled and repaired.

Boiler Room. — Nos. 1, 2 and 4 boilers were repaired
and Nos. 1 and 2 retubed; meters were installed on
Nos. 1 and 3 boilers. The closed heater, previously
condemned, was repaired, repiped and erected by the
station force, piping used being some stored on the plant.

Deposit Sewers. — A new scraper chain was placed in
the north sewer; a 10 horse power motor to run the
scraper chains was set up in place of the old boiler; the
12-inch iron pipe which conveys sludge from the deposit
sewers to the sludge tank was condemned, taken out
and will be replaced at once.

In General. — The sea wall at end of deposit sewer was
pointed, a new hydrant located in the yard near the
wharf, the main road graded and fence painted.

Summer Street Station. — New piping and a gauge for
the tell-tale were installed and the station painted.

Quite extensive repairs are necessary on the main
building. The stonework in eaves and turrets needs
pointing so badly that rain water finds its way into the
brick backing and thence into the interior of the station;
new copper gutters and flashing is also needed and exten-
sive patching of the slate roofing.

Moon Island.

The concrete bottoms of Basins Nos. 2, 3 and 4 need
repairs, and the salt water pipes in all basins need
renewal.

The I-beams supporting the floor in the long gate-
house are in bad condition, and should be replaced
and the floor rebuilt of concrete. The same is true of
the floor in the head house.

The gates in Basins Nos. 1 and 2 are now in good
condition. Nine of the new gates are now being
installed and the remaining eleven will be as soon as
possible.

442

City Document No. 26.

Both gates to the turbine pit should be renewed and
the gates at the outlet repaired.

The fencing of the roadway is being renewed with
neat concrete posts and wooden rails, all by department
force.

The east shaft should be entirely cleared of all iron
beams and guides and masses of grease as a measure of
safety, lest some of the ironwork should become detached
and drop into the tunnel and obstruct it.

Cost of Pumping.

Average cost per million foot-gallons for pumping:

Volume (35,040.64 million gallons) by (= times) lift
(39.6 feet) = 1,387,609 million foot-gallons for the year.

Labor cost included in the totals is based upon the
following force of forty-eight men:

One superintendent, one clerk, one storekeeper, one
electrician, one carpenter, one blacksmith, two machin-
ists, four laborers, and four "engineers' watches," each
including nine men.

Cost of city water not included.

Items.

Cost.

Cost per
Million Foot-
Gallons.

$49,815 17

22,128 03

1,405 07

4,345 94

4,480 95

$0 03590

Coal

01595

00101

00313

00323

Totals

$82,175 16

$0 05922

$0 00294

Main Drainage.

The work of the main drainage district consists of
the repairing and cleaning of all tide gates, sumps,
regulators and overflows connected with the metro-
politan sewer in Brighton, Charlestown, Dorchester
and East Boston.

The repairing and cleaning of all tide gates, sumps,
regulators and overflows connected with the main sewer,
east side, west side, South Boston, Stony brook, Dor-
chester and Roxbury intercepters.

These gates, sumps, regulators and overflows must
be inspected and cleaned after each storm or heavy rise
of sewage.

The masonry repairs in all gatehouses and all sewer

Public Works Department.

443

manholes of the entire main drainage system comes
under the care of this district.

The care of the Stony brook district, consisting of
the care and cleaning of the old channel from the prem-
ises of the Boston Belting Company to the outlet at the
Charles river, with the care of all connecting overflows
and flushing gates.

The cleaning and care of Stony brook channel, from
Williams street, Forest Hills, to the Charles river, with
the care of all connecting gates and overflows.

The care of two gatehouses located in the Back Bay
Fens and the maintenance in proper condition of gates,
machinery and electric switch boards.

Siphons.

The twin siphons on the top sewer under Muddy river,
between Roxbury and Brookline, and four siphons on
the improved sewer, and the connection of the Roslindale
top sewer with the metropolitan sewer also comes under
the care of this district.

Number of Tide Gates, Sumps, Regulators and Overflows to be
Cared for in Each District.

Gates.

Sumps.

Regulators.

Overflows.

42
24
47
92
64
50
42
19

17
11
19
41
11
25
11

15

9

18

15

2
4

23

12

26

42

18

21

20

Account of Work Performed During Year Ending
January 31, 1914.

Tide gates inspected and cleaned

Sumps inspected and cleaned .

Regulators inspected and cleaned

Overflows inspected and cleaned

Tide gates repaired

Sumps repaired .

Regulators repaired

Overflows repaired

Manholes repaired

Manhole steps put in

Tide gates replaced with new ones

New tide gates put in

Penstock and flushing gates cleaned, oiled and repaired

4,947

2,424

1,202

1,767

139

22

13

8

191

80

4

4

89

444

City Document No. 26.

Amount of Refuse Removed from Gatehouse from February 1,
1913, to January 31, 1914, Inclusive.

Months.

Pounds.

1913.

February . .

March

April

May

June

July

August ....
September.
October. . .
November.
December.

1914.

January

Coal used in crematory 1=MU tons.

71,162
64,753
61,659
65,637
65,85S
71,604
70.720
63,427
64,311
67,847
63,648

60,775

791,401=395*^4- tons

Note. — February 14, 1913, began to operate the new steam and hydraulic press,
burning the compressed refuse under the boilers, resulting in a saving of 300 pounds of
coal daily at the crematory and gaining the fuel value of the compressed refuse.

Amount of Sludge Received and Removed from Deposit Sewers
from February 1, 1913, to January 31, 1914, Inclusive.

Month.

Cubic

Yards

Received.

Cubic

Yards

Removed.

1913.

February

March

April

May

June

July

August

September

October

November

December

1914.

January

Totals

603
602
149
4S9
4S9
404
574
574
234
236
85

442

595
595
85
425
425
340
510
510
170
170
* 2,265

Sludge in sewers February 1, 1913,
2,556 cubic yards.

Sludge in sewers February 1, 1914,
1,347 cubic yards.

4,S81

6,090

Sludge scoured out of sewers.

Public Works Department.

445

WATER SERVICE.

FINANCIAL STATEMENT.

Total receipts from all sources .
Income credited to City Loan on account
Water debt

Net income

Total expenditures for all purposes

Excess receipts over expenditures
Balance at beginning of year .

to pay Hyde

Park

53,031,600 36

17,000 00

53,014,600 36
2,948,361 41

$66,238 95
274,580 54

Balance at end of year $340,819 49

Total Receipts for the Year from all Sources.
Sales of water .......... $2,947,210 88

Service fire elevator and motor pipes and repairs, labor, etc., 63,052 63

Sales of merchandise 7,970 75

Fees for summonses 5,013 94

Sales of old material 3,615 55

Shutting off and letting on water 2,085 45

Sales of horses . . . . . 824 63

Use of West Roxbury pumping station 770 05

Board of horses 612 00

Interest on deposits 248 25

Rent of conduit, Congress street 100 00

Reimbursement for destruction of horse .... 50 00

Repa3rment of overcharge, gypsy moth assessment . . 46 23

$3,031,600 36

Expenditures.
Current expenses and extensions
Service mains and relaying mains
Metropolitan water assessment

Interest

Refunded water rates

),338 91

86,945 40

1,842,127 65

118,673 48

1,275 97

$2,948,361 41

Details of expenditures under the appropriation for
current expenses for the fiscal year ending January 31,
1914. (From revenue.)

F. A. Mclnnes, division engineer, $5,000 00
Less six months paid by Sewer

Service 2,500 00

$2,500 00

Superintendent 3,000 00

Carried forward $5,500 00

446

City Document No. 26.

Brought forward $5,500 00

Clerks, messengers and assistants . . . 49,735 87

Foremen 27,792 26

Mechanics . 88,611 79

Inspectors 71,189 29

Laborers, etc 212,898 13

Inspector of castings and assistant (paid on

department pay roll) 1,765 00

Engineers and assistants 20,268 00

Total salaries and wages $477,760 34

Water pipes and other castings 163,954 62

Blasting, excavation of trenches, laying and relaying water

pipes, setting boxes, etc 95,835 54

Meters:

New meters $49,347 15

Repairs and extra parts 3,247 82

Stables, etc.:

Board, feed, etc

Carriages, wagons, etc. and repairs

Horseshoeing

Harnesses and repairs
Veterinary services and medicines
Horses, purchase of .

Tools and machinery and repairs of same, iron, steel, tin,

hardware and miscellaneous supplies .
Repairs of buildings, streets and structures
Lead and lead pipe

Lumber

Printing

Damages ....
Traveling expenses

Fuel

Stationery ....
Telephones ....
Gravel and crushed stone .
Inspection of castings .
Teaming freights and expressage

Rents

Electric lighting

Taxes

Launch, repairs and supplies

Oils

Postage

Cement and sand .
Engineers' supplies
Furniture ....
Waterproof clothing

Bricks

Advertising ....
Professional and expert services

Gas

Destroying moth pests

Ice

Drain pipe ....
Recording papers .
Premium on bond
Inspection of boilers

$10,725 61

5,453 75

2,786 30

1,349 17

598 71

325 00

52,594 97

21,238 54

18,778 74

15,450 45

10,635 25

6,748 75

5,037 42

4,607 24

2,937 59

2,777 00

1,987 09

1,628 60

901 65

866 27

812 41

733 00

732 90

626 85

554 15

540 69

473 83

38S 28

376 37

330 66

252 09

224 55

218 30

180 50

146 72

92 46

53 60

34 56

34 00

12 50

10 00

Carried forward $890,568 48

Public Works Department.

447

Automobiles.
No. 100. — Division Engineer.

Brought forward ....

. $890,568 48

Registration and license

$10 50

Tires and tubes, new and repairs,

232 88

Gasolene, oils, etc.

118 43

Storage

288 50

Repairs and supplies .

365 72

Robe, $10.00; auto hire, $5.00 .

15 00

$1,031

Total

03

No. 80. — Superintendent.

Registration ....

$15 00

Tires and tubes, new and repairs,

7 35

Gasolene, oils, etc.

15 04

Repairs and supplies .

143 36

180 :

Total

T5

No. 101. — Engineer Income Branch.

New Buick roadster .

$998 00

Registration ....

22 00

Tires and tubes, new and repairs,

8 75

Gasolene, oils, etc.

25 46

Repairs and supplies .

40 70

Storage

90 85

1,185

Total

76

No. 90. — General Foreman.

Registration ....

$10 00

Tires and tubes, new and repairs,

148 72

Gasolene, oils, etc.

122 36

Repairs and supplies .

589 26

870

Total

34

Nos. 83 and 96. — Emergency Cars.

(Trucks.)

No. 96 new White truck .

$3,000 00

Registration and license

15 75

Tires and tubes, new and repairs,

333 37

Gasolene, oils, etc.

330 34

Repairs and supplies .

480 32

Chauffeurs' wages

3,395 03

Total

7,554

81

*Gasolene, oils, etc. .

$2,071 16

Less gasolene, oils, etc., from

stock

624 72

1,446

44

Total cost ....

$12,269

13

Less repairs at department shop,

$103 67

Less chauffeurs' wages, included

in pay rolls

3,395 03

3,498

70
— 8,770 43

Total expenditures current expenses

. $899,338 91

* Supplied to all department cars.

448 City Document No. 26.

Details of expenditures under appropriation for
service mains and relaying mains for the fiscal year
ending January 31, 1914. (From revenue.) Order
City Council, August 12, 1913.

Water pipes and castings $75,156 02

Laying and relaying mains, etc. 10,777 52

Inspection of castings 1,007 86

Advertising 4 00

Total $S6,945 40

There was also expended by the Water Service,

under an appropriation of $5,000 from the Reserve

Fund, for ice for drinking fountains (order of City
Council, approved July 1, 1913), $4,717.01.

Reserve Fund.

Amounts paid during the year 1913-14 from Reserve
Fund to pensioned employees of the Water Service:

Civil War veterans, twenty-one names on pav roll, January

31, 1914 811,418 81

Retired laborers, twenty names on pay roll, January 31, 1914, 6,188 51

Total $17,607 32

High Pressure Fire Service.
Expenditures during the year 1913-14 from loans:

Salaries and wages :

Engineers $14,526 50

Clerk 1,088 94

Laborers 108 75

Mechanics 47 70

Inspectors 47 25

Foremen 12 25

Total pay roll $15,831 39

Water pipes and castings 194,242 01

Construction, Winter street

Architect

Inspection of castings

Electric pumping plant

Tools, machinery, iron, steel, etc

Yard .

Printing

Traveling expenses

Teaming

Engineers' supplies

Paving

Painting office

Carried forward $227,403 54

6,024
3,121
3,078
1,500
817

66

45
10
00
39

733

39

567

44

505

41

312

2S

270

02

252

00

148

00

Public Works Department. 449

Brought forward $227,403 54

Stationery 97 27

Hydrant changes 81 33

Telephones 72 60

Hydrant platforms 67 80

Testing metals 36 25

Advertising 33 60

Furniture 18 80

12 62

$227,823 81

Comparative Table of Receipts and Expenditures.

Receipts.

1908-09.

1909-10.

1910-11.

1911-12.

1912-13.

1913-14.

Sales of water

Other receipts

$2,626,564 59
52,509 31

$2,609,102 39
69,969 60

$2,764,887 76
64,168 20

$2,730,398 37
67,690 88

$2,906,569 76
75,674 49

$2,947,210 88
84,389 48

Credited from taxes,

$2,679,073 90

$2,679,071 99

159,000 00

59,563 49

$2,829,055 96

$2,798,089 25
31,777 31

$2,982,244 25

$3,031,600 36

Transfers by City

16,687 10

Auditor.

$2,695,761 00

$2,897,635 48

$2,829,055 96

$2,829,866 56

$2,982,244 25

$3,031,600 36

t $11,983 69
j $31,777 31
1 t 32,744 66

year.

$11,983 69

* $11,983 69

$64,521 97

Expenditures.

1908-09.

1909-10.

1910-11.

1911-12.

1912-13.

1913-14.

Current expenses . . .
Service and relaying

§$729,677 14

§$871,367 43

§$860,676 10

§$822,377 46

§$835,072 00

$899,338 91
86,945 40

mains.

Metropolitan water

assessment.

tefunded water rates

1,789,315 84

175,010 17
1,757 85

1,862,823 42

161,963 39
1,481 24

1,815,658 85

138,460 17
2,277 15

1,825,362 87

127,280 37
2,307 58

1,792,123 83

137,875 37
2,680 28

1,842,127 65

118,673 48
1,275 97

$2,695,761 00

$2,897,635 48

$2,817,072 27

$2,777,328 28

$2,767,751 48

$2,948,361 41

* Taxes. f Revenue. % Transfer.

§ Amount expended for current expenses and extensions, there being one appropriation only.

450

City Document No. 26.

The following is a statement of the cost of the exist-
ing works on January 31, 1913:

East Boston Reservoir

$66,103 09

East Boston high service

24,173 26

West Roxbury high service

22,346 56

Pipe yards and buildings

94,832 16

Engineering expenses

57,873 58

Distribution (additions during the year, $280,980.23)

15,753,234 18

Hyde Park waterworks

468,000 00

Total

$16,486,562 83

Parker Hill Reservoir transferred to Park Department,
June 1, 1912. Order City Council, approved January 25,
1912.

Fisher Hill Reservoir transferred to Metropolitan
Water and Sewerage Board, September 11, 1913. Acts
1912, chapter 694. $150,000 paid into city treasury.

Public Works Department. 451

COST OF CONSTRUCTION AND CONDITION OF

WATER DEBT.

Cost of construction of waterworks to February 1, 1913 . $16,602,511 76
Less cost of Parker Hill

Reservoir . . . $205,793 81
Less cost of Fisher Hill
Reservoir . . . 191,135 35

$396,929 16

$16,205,582 60

Cost of construction of waterworks to February 1, 1914 . 16,486,562 83

Increase during the year $280,980 23

Outstanding loans February 1, 1913, at

3| per cent $818,400 00

Outstanding loans February 1, 1913, at

4 per cent 2,3S1,050 00

$3,199,450 00

Outstanding loans February 1, 1914, at

3^ per cent ....... $612,400 00

Outstanding loans February 1, 1914, at

4 per cent . . . . . . 1,874,050 00

2,486,450 00

Decrease during the year $713,000 00

The Water Sinking Fund February 1, 1913, was . . $2,551,192 16
The Water Sinking Fund February 1, 1914, was . 1,954,263 42

Decrease during the year $596,928 74

Net Water Debt February 1,1913 $648,257 84

Water Debt February 1, 1914 . . $2,486,450 00
Less Sinking Fund February 1, 1914 . 1,954,263 42

Net Water Debt February 1, 1914 532,186 58

Decrease during the year $116,071 26

Stock on hand February 1, 1914 $190,630 77

Stock on hand February 1, 1913 144,581 64

Increase during the year $46,049 13

Cochituate Water Sinking Fund Receipts for the year 1913-14:

Interest on investments $79,804 3S

Interest on bank deposits 3,321 S4

$83,126 22

High Pressure Fire Service.

Owing to the fact that the location of the pumping
station has not been decided upon no construction work
was done during the year.

452

City Document No. 26.

The following contracts for materials have been
placed and deliveries made as stated:

CONTKACTORS.

Materials Ordered.

Delivered.

Standard Cast Iron Pipe and Foundry
Company, Bristol, Penn.

7,000 tons cast-iron pipe

7,000 tons.

Warren Foundry and Machine Com-
pany, Phillipsburg, Penn.

685 tons cast-iron pipe specials. .

697 tons.

Davis & Farnum Manufacturing Com-
pany, Waltham, Mass.

100 tons semi-steel special cast-
ings.

106 tons.

Kennedy Valve Manufacturing Com-
pany, Elmira, N. Y.

East Orange, N. J.

Worcester Pressed Steel Company,
Worcester, Mass.

A. P. Smith Manufacturing Company,
East Orange, N. J.

450 hydrant auxiliary valves. . . .

No delivery.

Gibby Foundry Company, East Boston,
Mass.

182 tons miscellaneous castings. .

107 tons.

The post hydrant adopted was designed in the depart-
ment. Exhaustive tests have been made to determine
its friction losses, durability, etc. Detail tests have
also been made of the strength of the alloy joints it is
proposed to use in the pipe line where unbalanced pres-
sures exist. Street surveys have been completed covering
practically the whole area to be protected.

Waste Prevention Branch.

A force of twelve inspectors has been continuously
employed in locating and in stopping waste both inside
of premises and generally throughout the distribution
system. Their effective work has been a factor
reducing consumption.

in

WASTE PREVENTION BRANCH.

Table I.

Waste Prevention.

Premises examined

Special investigations. . . .

Waste reports

Re-examined

Found repaired

Not repaired

Water shut off for waste.

34,558

1,848

12,679

11,484

10,963

521

11

Public Works Department

Table II.

Defective Fixtures and Waste.

Tank fixtures leaking ■

Faucets leaking

Hopper cocks leaking

Pipes inside leaking

Pipes outside leaking

Metered premises with defective fixtures

Hydrants leaking '.

Willful waste

453

6,092

4,740

48

445

145

1,156

16

37

Income and Meter Branch.

The financial statement of the year again evidences
efficient work on the part of this branch. The required
number of meters have been set in compliance with the
provisions of chapter 52 of the Acts of 1907. The
"double high service" in West Roxbury and Hyde Park,
about two-thirds of the services in South Boston, and
all new premises have been metered.

A notable decrease in consumption occurred in
Charlestown, which was put on metered service January
1, 1913, the daily average consumption being reduced
from 6,860,200 gallons in 1912 to 4,394,200 gallons, a
result due largely to the installation of meters.

The following table shows the results obtained from
meters and waste inspection for the past eight years:

Year.

1

DQ

o

'>
o
HI

.3 a

w °
u In
CD o

■§«
3

Percentage of Serv-
ices Metered,
Boston.

Population of
Boston.

a-i

3 O •

Q

a

■*?

"8.

^ O oa

8.8.2

a a-'
P

a
«-■ <s
o.-S

•S&.S
"§ is is

'3

Q a
M o

g3o
a ens

OBcj

is °n

Q

O u c3

is %o

3

1906

93,091
93,942
94,960
96,132
93,780
95,037
*99,700
101,100

5,084

5,185

5,380

12,048

18,467

25,206

f34,565

41,168

5.5
5.5
5.7
12.5
19.7
26.5
34.8
40.7

613,220
628,520
643,810
659,110
674,400
688,520
718,900
735,098

90,951,800
96,422,800
98,379,300
94,029,900
87,346,700
85,571,500
90,037,500
79,390,600

148
153
153
143
130
124
125
108

930,740

955,760

973,320

997,760

1,022,230

1,046,630

1,086,690

1,104,263

117,524,600
124,145,600
125,441,000
119,119,100
112,092,100
109,994,S00
116,230,700
103,847,700

126

1907

1908

130
129

1909

1910

1911

1912

1913

119
110
105
107
94

* Including 2,562 acquired by annexation of Hyde Park.

t Including 1,540 meters acquired by annexation of Hyde Park.

454

City Document No. 26.

METER BRANCH.
Table I.

General Statement of Work Performed During the Year.

03

o

3

a
d

O

3

Changed.

73

o

o
Eh

T3 o

<B'H

6
3

a «

a

O

Make.

a

3

o

-go

'-got!

Q

7,059

41

SS

143

28

461

28

2S

44

19

4

1

12

2

3

1

4

3,334

200

117

381

82

5

26

71

23

14

20

1

10

2,469

591

230

503

123

82

44

93

34

14

65

20

10
1
3
1
1

8,734

535

366

861

230

119

56

186

60

14

37

48

2

24

1

3

1

2,731

226

115

351

97

9

23

91

23

1

19

17

6

385

45

22

91

24

20

4

13

6

1

270

4

6

2

3

Worthington disc

6

24

3

1

Keystone

6

8
10

Trident

4

12

1

3

B. W. W

Totals

7,416

607

4,284

4,284

11,277

3,709

62S

2S9

Public Works Department.

455

Table II.

Meiers in Stock February 1, 191 4-

Make.

Diameter in

INCHES.

5

i

1

If

2

3

4

6

Totals.

1,794
379

223
54

34
19

45

28

2
37

1

4

2,099

5
1
5

3
5

529

1

221
5S
27
16
1
22
13

119
22
10

5

3
1

67

21
5
3
1
3
1

18
2
3

1
4

26

4

419

Nash

87

43

18

Worthington

6

2

16

28

1

1

2

19

2

154

99J

1

1

55

2

1

58

2
1

4

4

3

13

9

10

B. W. W

1
1

1

3
1

4

1

Totals

2,753

508

87

102

76

13

17

14

3,570

456

City Document No. 26.

Table III.

Meters in Service February 1, 1914-

Make.

Diameter in Inches.

IT*

5
6

i

1

li

11

2

3

4

6

8

12

o
Eh

29,829
340

2,109
319

930
259

1

496
149

163
120

56
54

3
106

3

12

22

9

60

2
10
19

11

7

1

1
33,598

Hersey rotary

1,273
39

1,004
441
321
179

443

228

113

6

42

40

82

39

434

390

136

73

2

139

5

22

5

205

43

11

1

34

173
39
21

3
23
18

2

2,392

Nash

890

4

543

Trident

1

192

13

1

252

Worthington disc

141
169

204

2
1

9

286

45

American

881

1,315

Worthington turbine . .

1

1

99

2

5

7

113

Gem

1

3

6

10

Standard

6

6

B. W. W

2
1
1

2

Thomson

3

1
1

4

2

Gamon

1

Totals

33,415

3,861

1,966

1

949

563

244

112

19

7

1

41,168

Public Works Department.

457

Table IV.

Meters Purchased.

Make.

Diameter in Inches.

Totals.

!

*

1

1*

2

3

4

6

8

7,001

351

131

171

76

30
3

12
2

1

4

2

7,773

11

Nash

1

1

1

1

1

1

1

5

3
1

3

3

4

Totals

7,003

352

132

172

77

33

IS

8

2

7,797

Table V.

Meters Condemned.

Make.

Diameter in Inches.

Totals.

s

*

1

H

2

3

4

21
1

15
1

3
3

8
IS

1

1

1

1

1

23

24

5

4

41

2

14
1

1
2

2
3

26

Worthington

92
21

1
1

1

1

Trident

1

1

Totals

41

32

48

16

26

3

5

171

458

City Document No. 26.

Table VI.

Meters Repaired in Service.

Causes.

Make.

a

03

o

03

e3

CD

3

73

ti

a

c3

3
o

03

(3

ffl

H

©

C

■*i o

+3

Hi

"o

0)

>

a

ft
3

+3

a

o

"3

O

Q

oq

o

<A

0
Its

%

H

43

7

25

127

16

27

10

130

385

IS

1

10

9

13

45

1
22

4

3

13

2

10

10

2

6
39

22

Crown

1

91

Nash

. .2

2

5
3

1
6

5

12
3
2

2

24

7
1
2
3

5

20

4

Lambert

4
1

1

13

6

1

1

Trident

1

1

2
6

4

6

12

1

1

99

14

66

158

17

28

29

217

628

Public Works Department.

459

"3

0

Eh

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to

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o oj o o t-i t-i io ~r o
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t~- T-I

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o
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H

M

2

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c

b
a

w

>

0

1
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a

tx

I

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&

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Eh

0

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q
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e

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o

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M

c

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a
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t-i

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a

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a

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£

^

£
C

£
O
XI

Eh

T3

C3
T
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-

a

c
c
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460

City Document No. 26.

Table VIII.

Meters Applied.

Diameter in Inches.

Totals.

Make.

5
5

1

1

1§

2

3

4

6

8

6,665

2

72

89

12

4

8

1

4

5

183

19

16

17

4

1

9

1

80
12

73

1

37
5

17
1

3

1
1

1
7,059

41

88

14

8

S
2

5
2
1
2

6

4

143

28

6

5

24

1

3

1
1

1

6

Trident

2

8

3

1

4

2

10

Totals

6,864

250

121

85

54

28

8

6

2

7,416

Table IX.

Meters Discontinued.

Make.

Diameter in Inches.

Totals.

8

f

1

1*

2

4

376

5

24

22

10

47
9
4
8
3
1

18
10

11

9
3(

"i"

461

28

28

Nash

8
2

2

2
1

3
2

i

44
19

2

Worthington disc

3
6
1

3

3
1
3

2

1

12

2

3

Trident

1

4

1

4

Totals

452

79

40

17

17

2

607

Note. — Inclusive in the above table, the following meters were discontinued on
account of frost and are to be reset as soon as conditions permit:

Hersey disc 270

Hersey rotary 4

American 6

2

;; ' 3

1

3

Crown .

Nash

Worthington disc.
Trident

Total 289

Public Works Department.

461

INCOME BRANCH.
Table I.

Comparative Statement of Water Rates January 81, 1914..

Year.

Amount

Assessed.

Amount
Abated.

Amount
Collected.

Balance
Outstanding.

1895...
1896...
1897...
1898...
1899. .
1900. . .
1901...
1902...
1903...
1904...
1905...
1906...
1907...
1908...
1909. . .
1910...
1911...
1912...
1913...
1914 t.

$2,266,
2,568,
2,630,
2,342,
2,414,
2,197,
2,264,
2,327,
2,386,
2,391,
2,446,
2,524,
2,619,
2,645,
2,694,
2,845,
2,861,
3,001,
2,999,
786,

519 08
246 04
413 37
804 58
731 72
026 64
845 26
996 91
428 02
751 16
978 39
205 25
031 00
962 55
338 67
949 55
230 39
731 88
433 43
919 80

$55,510 53

* 95,162 39

53,864 09

* 235,414 43

* 258,449 66

46,873 45
46,713 28
43,706 89
58,050 51
38,290 92
36,093 08
37,599 28
34,959 33
36,549 98
47,703 89

* 113,459 99

59,210 09

40,956 23

34,735 57

1,252 57

$2,211,
2,473,
2,576,
2,107,
2,156,
2,150,
2,218,
2,284,
2,328,
2,352,
2,410,
2,486,
2,584,
2,609,
2,645,
2,728,

X 2,795,

2,942,

2,843,

107,

008 55
083 65
549 28
390 15
282 06
153 19
131 98
290 02
347 51
679 94
871 31
605 97
071 67
023 23
001 13
182 17
923 81
561 93
630 30
683 23

$30 00

780 30

14 00

389 34

1,633 65

4,307 39

6,096 49

18,213 72

121,067 56

677,984 00

The above amounts for the years 1895, 1896 and 1897 include both Mystic supply and
Cochituate accounts. The contracts to supply Chelsea, Somerville and Everett with
Mystic water were abrogated by the Metropolitan Water Act of January 1, 1898.

* These amounts include certain city department accounts abated by order of the
Mayor.

t The statement of water rates for the year 1914 represents annual accounts only, as
the quarterly meter accounts can only be estimated at this time.

t $875.11 for Hyde Park water rates do not appear in this column; were not assessed
on our books.

462

City Document No. 26.

Table II.

Kind and Number of Fixtures in Use January 1, 1914-

i '

Number.

Bathtubs

Bowls

Foot tubs

Sinks

Taps (other than sinks, bowls, etc.)

Urinals, automatic

Urinals, otherwise

Washtubs

Water-closets

Total

120,035

15S.383

240

222,112

41,485

6,101

610

188,619

226,797

964.3S2

Table III.

Number and Amount of Abatements Allowed During the Year 1913.

On Account of Assessment for Yeah.

Number.

Amount.

1910

2

57

1,101

3,447

SS 50

1911

2,979 73

1912

15,978 73

1913

33,523 38

Totals

4,607

852,490 34

Table IV.

Application for New Pipes During the Year 1913.

Elevators
Fire pipes. . . .

Motors

Service pipes .

6
82

1,401

Total.

1,489

Public Works Department.

463

Table V.

Turning Water Off and On During the Year 1913

For complaints

For repairs of sendee :

For non-payment of water bills

For waste

Turned on first time

Vacancies

Total

471
4,457
3,529
12
1,342
2.6S6

12,497

Table VI.

Elevators.

Under supervision December 31, 1912

Discontinued during the year

Changed to electric

New elevators accepted during the year

Under supervision December 31, 1913

Changed to tank and metered water and now under supervision

Registering inaccurately and repaired by owner

Clock cords broken and repaired by owner

Clock hands broken and repaired by owner

4

6

56S

46

12

Table VII.

Motors.

Under supervision December 31, 1912

Discontinued during the year

New motors accepted during the year
Under supervision December 31, 1913
Motors on meter

Ill

4

107

18

464

City Document No. 26.

Table VIII.

Fire Pipes.

Under supervision December 31, 1912

Supervision discontinued during the year

Premises equipped during the year

Premises under supervision December 31, 1913

Premises inspected

Number of inspections of outlet valves

Number of hydrant inspections

Number of valves sealed and resealed

Number of hydrant valves sealed and resealed

Meter by-passes under supervision of December 31, 1912

Discontinued

By-pass additional

Meter by-passes under supervision December 31, 1913. . .

Inspections made of by-passes

By-passes sealed or resealed

644

82

726

4,271

55,391

2,490

4,519

228

42

6

48
48
16

Disteibution Branch.

The organization of this branch is a central yard at
710 Albany street and six outlying yards in East Boston,
Charlestown, Brighton, Dorchester, West Roxbury and
Hyde Park. At the central yard is a machine shop, a
plumbing shop, a carpenter shop and a blacksmith shop.
An electrical shop was abolished during the year. The
work done consists both of construction, including the
manufacture of gates, hydrants, service cocks, pipe
boxes, etc., and of mains, which term includes a wide
variety of important work which must be quickly and
properly done if damage is not to result. An automo-
bile emergency service is maintained at 710 Albany
street, with men ready to respond at any time.

The following tables, Nos. 1 to 32, give details of
the work done by the Distribution Branch, with its
cost where it could be determined :

Public Works Department.

465

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fe:

OQ

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466

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a
c
c
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C

|

1

§

c
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1

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Public Works Department.

467

Table No. III.

Hydrants in System January 31, 1914-

■w

o

o

F4

fU

&

a

O

®

-o

o

3

U

h3

City proper (public)

" (private)

Roxbury (public)

" (private)

West Roxbury (public)

" (private)

Brighton (public)

(private)

Dorchester (public)

" (private)

South Boston (public) .......

(private)

East Boston (public)

" (private)

Charlestown (public)

" (private)

Deer Island (private)

Long Island (private)

Thompson's Island (private).
Gallop's Island (private) ....
Rainsf ord Island (private)

Quincy

Hyde Park (public)

" (private)

Total number (public)

Total number (private and
suburban)

5S2

4

427

47

78

1

216

319

174

3

76

8

122

14

212

1
32

2 s

612
9

462
3

390

599

215

10

183

6

382

2

653

16

388

8

955

1

126

15

153

7

29

36

20

6

2

3

3

9

104

1,842

31

733
3

2,929
21

2,973
134

207
116

1 64
55

164
55

1,507

58

1,381

18

1,357

17

755

10

2,109

14

635

46

477

40

348

56

21

6

2

4

4

9

289

72

S.S58
377

468

City Document No. 26.

Table No. IV.

Number and Length of Service Pipes Connected with the System
January 31, 1914-

Size.

Total Number.

Aggregate Length
in Linear Feet.

6,962

SI, 905

3,042

5,275

412

1,461

1,998

820

1,410

162

39

10

16

2

159,431

2,300,154

106,931

192,128

12,837

44,049

63,204

24,311

51,955

21,544

2,999

10-inch

1,427

12-inch

3,569

95

Totals

103,514

2,984,634

Table No. V.

Fountains in Service January 31, 1914-

<

ffl

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0

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s

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CO

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CO

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O

7

7

20

13

4

1

1

53

4

1

4

2

6

3

20

1

1

2

4

8

1

5

6

5

1

3

1

2

12

*3

4

5

5

1

18

4

5

3

12

5

11

fi

1

23

Hyde Park

3

1

1

5

Totals

32

1

1

1

25

38

37

19

2

1

157

* "B" style: Granite fountain. (Gift of Warren Hall.)

Public Woeks Department.

469

Fountain Description.

A. Indicates fountain for man and beast, with automatic fixtures for man and beast in

warm weather and a continuous flow of water for beasts in cold weather.

B. Indicates fountain for beasts only. Continuous flow of water during year.

C. Indicates fountain for man only. Automatic fixtures. In service during warm

weather.

D. Indicates fountain for man and beast. Automatic fixtures for both.

E. Indicates cold water fountain for man only. Automatic fixtures. In service during

warm weather.

F. Indicates fountain for man and beast, with automatic fixtures for man in warm

weather and a continuous flow of water for beasts all the year.

G. Indicates fountain for man and beast. Hygienic bubble fixtures for man. Continuous

flow of water for man and beast all the year.
H. Indicates fountain for man only. Water of ordinary temperature. Hygienic bubble

fixtures controlled by self-closing cocks. In service during warm weather.
1. Indicates taps on water posts, hydrants and fountains for watering horses.
J. Indicates fountain for man only. Cold water. Hygienic bubble fixtures controlled

by self-closing cocks. In service during warm weather.
K. Indicates fountain for man and beast, fitted with automatic fixtures controlled by

self-closing cock. Bubble fixture for man in warm weather. Continuous flow for

beasts all the year.
L. Indicates fountain for man and beast, bubble fixtures for man, and taps fitted for

the purpose of filling pails to water horses, continuous flow for beasts all the year.
M. Indicates fountain for beasts only, fitted with taps for the purpose of filling pails

to water horses. Continuous flow for beasts all the year.

Table No. VI.

Maintenance of Main Pipe.

Nature of Work.

Number
of Jobs.

Total Cost.

Gate boxes renewed

Gates inspected (oiled, tested, covers replaced, etc.)

Repaying

Leaking joints repaired

Gate boxes cleaned out

Gate boxes raised and lowered

Gates salted

Bridge boxes renewed and repaired

Dead ends blown off

Gate locations marked

Gates repaired, etc

Gates leaking at packing

Bridge boxes painted

Frames and covers broken, etc

Box tops renewed

Work caused by contractors and corporations, etc. .
Leaks due to settlement and other causes repaired . .

Gates renewed

Opening and shutting gates

Miscellaneous work

Totals

538

5,256
216
153

2,489
556

1,639

28

327

4,452
13
68
6
10
99
51
49
11
32
37

$6,946 18

2,727 76

1,692 02

2,288 26

1,445 41

1,885 92

367 97

475 56

513 7S

878 23

89 07

457 46

80 01

69 96

587 01

2,485 59

1,819 83

440 77

210 66

1,073 28

16,030

$26,534 73

470

City Document No. 26.

Table No. VII.

Hydrants Established and Abandoned.

Established.

Abandoned.

o

%
o

a
o

o

m

o
Ph

c
o

o
M

+2
O

Ph

>>
M

eS
fl

•■3

Fh

O

o
Ph

fl
a

B

0.

P

"3
o

>>

o

>>

H

o

fi
o

o
PQ

o
Ph

e
o
m
O

m

o

Ph

t->'

c3
C

o

d
Ph

a

a

a

c3

.c
O

o
Ph

_o

3
Hi

a
o

d

PQ

"3
o
E-<

City proper (public)

2

i

57

60

1

2

56

67

107

91

10

1

9

36

56

1
2
7
3
6
6

" (public)

West Roxbury (public) ....

2

2
1

7
2
4

47
57
97
80

20
13
12
17

4

3

11

15

3

1
3

16
6
12
14
1
3
3
1

4 47

1 23

2
2

38

Dorchester (public)

51

1

15

25

25

2

15

26

26

103

2

2

1

7

23

1

1

1
2

2
3
1

7

1

1

14

Charlestown (public)

1

?6

81
2
2

20

37

4

44

2

?.

Total (public)

8

15

405

103

7

20

551

7

103

37

24

91
3

37

4

10

306
3

Table No. VIII.

Hydrants Established and Changed.

Number.

Cost of
Material.

Cost of

Labor,

Teaming,

etc.

Total
Cost.

$9,055 55
5,856 20

$3,904 24
4,501 41

$12,959 79

10,357 61

Totals

$14,911 75

$8,405 65

$23,317 40

Public Works Department.

471

Table No. IX.

Hydrant Repairs.

Nature of Work.

Number
of Jobs.

Cost.

Inspected, oiled, cleaned and pumped out on account of cold
weather

Boxes raised, lowered, reset and repaired

Hydrant barrels changed, relocated, reset and repaired.

Streets repaved on account of hydrant repairs

Hydrants thawed

Hydrants painted

Delivered 1,455 sacks of salt to Fire Department

56,997

681

479

140

67

3,805

$6,467 55
7,158 50
4,658 45
674 87
358 66
597 94
945 75

Totals.

62,169

),S61 72

472

City Document No. 26.

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Public Works Department.

473

Table No. XI.

New Service Pipes Laid.

Size.

Number.

Length
in Feet.

Material.

Labor,

Teaming,

etc.

Repaying.

Blasting.

Total

Cost.

Average
Cost per
Service.

Average

Cost per

Linear

Foot.

§-inch . . .
f-inch. . .
f-inch . . .

1

721

69

40

9
18
19
12
69

7

4

24

17,425

1,652

1,237

285

461

575

304

1,510

123

12

$7 97
6,171 39
760 11
647 95
208 56
424 57
651 56
553 93
3,427 34
641 48
250 87

$7 97
$15,837 34

1,761 66

1,237 87
347 52
700 13

1,014 53
908 27

6,022 47
931 26
306 44

$7 97
21 97
25 53
30 95
38 61
38 89
53 40

75 69
87 28

133 04

76 61

$0 33

$8,271 49
785 75
549 48
128 00
249 71
308 22
350 20
2,376 97
259 74
55 57

$333 96

9 SO

40 44

10 96

25 85

54 75

4 14

163 76

30 04

$1,060 50
206 00

91
1 07
1 00

1 27

lj-inch . . .
2-inch . . .

1 52

1 77

2 99

4-inch . . .

54 40

3 99

7 57

10-inch . .

25 54

f-inch* . .
f-inch*. .
f-inchf. -

969

19

3

6

23,608
142
32
%

$13,745 73
25 32

8 16
16 10

$13,335 13
82 72
17 86

7 51

$673 70

$1,320 90

$29,075 46
108 04
26 02
23 61

969

23,782

$13,795 31

$13,443 22

$673 70

$1,320 90

$29,233 13

* Services previously laid to vacant lots. They have been previously counted in the number of services laid,
t Delivering cocks, uprights, etc., to applicants,
j Cocks, uprights, etc.

Table No. XII.

Service Pipes Abandoned and Plugged.

B

Q

o
O

8.2

o a

Size.

_g

"3

o
O

O

-Q

.-£ £

Eh

<3 u

a h, g

S
3

■3 3

fc aP

a

03

-2.9

p.

° "S

o

>a

%a'~

%

^

§

i-i

rt

H

Otf

z

<

<

i-inch

1

31

$1 61

$5 84

$7 45

$3 26

$4 19

$4 19

$0 14

f-inch

18S

3,818

20 20

671 33

$82 86

774 39

263 26

511 13

2 72

14

f-inch

6

85

1 61

51 21

9 54

62 36

16 59

45 77

7 63

54

1-inch

4

103

1 42

11 73

13 15

4 77

8 3S

2 09

OS

1 f-inch

1

30

41

12 47

12 88

1 56

11 32

11 32

38

l$-ineh

4

67

1 7S

36 94

38 72

34 73

3 99

99

06

3-inch

2

94

5 88

24 08

29 96

3 96

26 00

13 00

28

4-inch

11

335

109 54

161 76

27 S4

299 14

64 41

234 73

21 34

70

6-inch

4

114

35 17

3S 29

73 46

59 96

13 50

3 37

12

Totals. . .

221

4,677

$177 62

$1,013 65

$120 24

$1,311 51

$452 50

$859 01

474

City Document No. 26.

Table No. XIII.

Laying New Service Pipes, Excavating and Backfilling Done by Applicant.

Size.

Number.

Length
in Feet.

Material.

Labor,

Teaming,

etc.

Repaying.

Blasting.

Total Cost.

Average
Cost per
Service.

Average
Cost per
Linear
Foot, j;

257
26
4
1
4
1
1

4,962

636

79

69

37

3

9

§1,923 45
289 33
52 36
39 17
42 84
S 63
39 72

S737 94
84 62

15 10
6 33

16 50
5 08
8 33

$2,661 39
408 95
67 46
45 50
59 34
13 71
48 05

$10 36

15 73

16 86
45 50
14 S3
13 71
48 05

SO 54.

$35 00

64

85

66

1 60

2-inch . . .

4 57

5 34

Totals. .

294

5,795

$2,395 50

$873 90

$35 00

$3,304 40

Table No. XIV.

Service Pipes Laid, Replacing Others.

Laid.

Abandoned

AND

Plugged.

o6

«.2

230

20

3

1

1,311
791

1,513
121
930
436
254
112

30

5,498

547

37

12

2

193

8

26

1

5

11

8

9

1

57

4,731

86

682
18

358
73
93
80
30

264

6,208

$391 44
213 14
686 50
76 50
637 77
398 58
421 76
301 20

42 33

,169 22

143 47

27 79

25 41

254 6,094 264 6,208 $3,365 S9 $4,423 20 $497 29

$550 92
368 24

1,144 75
86 17
715 30
465 60
468 05
368 82

$4,167 85

18S 98

28 45

37 92

$17 32

2S 56

203 25

175 03
54 37
18 76

$497 29

$959 6S

$15 48

609 94

24 40

2,034 50

34 48

162 67

32 53

1,528 10

46 31

918 55

43 74

908 57

64 90

670 02

67 00

42 33

$7,834 36

332 45

56 24

63 33

$8,286 38

42 33

* Existing services extended to street line.

Public Works Department.

475

Table No. XV.

Service Pipe Repairs.

Kinds of Wohk and Causes.

Number
of Jobs.

Cost.

Repaired leaks caused by:

defective pipes

settlement

pick hole

defective joint

electrolysis

defective coupling

defective cocks

gnawed by rats

steam roller

defective gates

defective packing

sewer construction

Repaved — settlement

Cleared pipe of rust, dirt and fish

Sidewalk uprights established, repaired, renewed and relocated

Sidewalk uprights driven down, oiled and inspected

Sidewalk cocks established, renewed, repaired and relocated. . .

Operations by contractors and corporations

Frozen pipes thawed

Gate boxes renewed, repaired and relocated

Pipes regulated to proper line and grade

Flange boxes established

Main cocks renewed, repaired and relocated

Abandoned and plugged pipes

Defective valves

Subway construction

Shut off and let on

Investigations

Main uprights established, renewed, regulated and repaired. . .

Totals

489

296
18
29
16
57
78
5
15
3
12
41

425

645

75

2,990

49

165
27
22
87
12
11
50
3

172
8,691

558
19

$6,932 S4

4,825 56

110 S6

291 20

395 63

666 72

732 36

57 74

137 83

67 25

90 97

311 43

2,844 21

3,643 34

471 42

1,572 97

473 43

606 53

137 51

2S9 37

796 94

82 01

143 10

641 96

13 49

1,521 90

11,119 44

1,208 58

105 36

15,060

$40,291 95

476

City Document No. 26.

Table No. XVI.

Fountains Changed.

Established.
Style.
B. Everett square, Hyde Park.

(New style) Blackstone square, east

side.
(New style) Massachusetts avenue, at

Westland avenue.
(New style) Codman square.
(New style) Fort Hill square.
(New style) Rutherford avenue,

Eden street.
(New style) Haymarket square.
(New style) Bennington street,
Orient Heights.

at

at

Abandoned

Styl

e.

H.

(Old style.)

K.

(Old style.)

K.

(Old style.)

K.

(Old style.)

K.

(New style.)*

K.

(New style.)*

B.

(New style.)*

H.

(New style.)

* Changes made necessary on account of glanders.
Fountains.

Established During the Year.
Style.

H. Washington street, at Northampton street.
J. Thompson square.
H. Bennington street, at Day square.
H. Blossom street, at Massachusetts General Hospital.
H. (One bubble.) Brookline avenue, at Longwood avenue.
H. Blue Hill avenue, at Savin Hill avenue.
H. Maverick square (at tunnel entrance) .
B. Ornamental stone fountain for horses, Flood square. (Gift of Warren Hall.)

Abandoned During the Year.
Style.

B. Bennington street, at Saratoga street.
J. Everett street, at Lamson street.

Public Works Department.

477

Table No. XVII.

Fountains Repaired.

Causes.

Number
of Jobs.

Cost.

Troughs and fountains cleaned

Fountains leaking

New door put on

Drains stopped up

Struck by team

Too much force

Full of dirt

Bad paving

Top loose

Removing hoods

Faucets leaking

Handles gone

Repaired hydrant attachments

Grating broken

Coupling loose

Waste pipe broken

Bubbles put on

Feed pipe stolen

Put on iron steps

Repaired ice box

New tablet

Below grade

Shut-off at main

Shut-off on account of glanders
Shut- off on account of cold weather

Service pipe broken

Fountain hole filled in

Base settled

Totals

722

29

3

60

14

1

7

6

2

25

11
4

14
2
1
1
5
3
2
6
1
1
1
4

32
1
1
1

$401 73
240 65

14 55
186 22

53 94

3 44

20 06
23 63

4 38
92 07
30 69
11 24
58 05

9 94

5 99

6 29
18 91

8 13

8 29

21 17
3 25
2 17
5 58

72 07
88 25

5 80

6 28

9 79

960

1,412 56

478

City Document No. 26.

Table No. XVIII.

Cost of Establishing and Abandoning Fountains.

Number.

Material.

Labor and rp . . •-. ,v
Teaming. I Total CosU

Fifteen established.
Eleven abandoned.

S1.895 74 S1,SS4 49

S3, "SO 23

Table No. XIX.

Water Posts Established and Abandoned.

Established.
No. 272. Paris street, near Gove street, E. B.

No. 103. Opposite 27 West Tremlett street,
Dor.

No. 435. Cleveland circle, Bri.

No. 32. 1S7 Chelsea street, at Mystic Play-
ground, Chas'n.

No. 4. Northern avenue, between Piers 1, 2,
S. B.

No. 428. Dorchester avenue, north of Bailey
street, Dor.

No. 16. Northern avenue, near new fish pier,
S. B.

No. 233. Eustis street, near Washington
street, Rox.

Abandoned.

No. 272. Paris street at Meridian street,
E.B.

No. 344. Saratoga street, opposite Bays-
water street, E. B.

No. 103. Wheatland avenue at Wash-
ington street, Dor.

No. 435. Beacon street, at Ayr road, Bri.

No. 428. Bailey street, at Dorchester
avenue, Dor.

No. 233. Palmer street, at Washington
street, Rox.

No. 488. 8-12 Howard street, C. P.

Number.

Material.

Labor and
Teaming.

Total Cost.

Eight established.
Seven abandoned.

S131 42

S220 44

S351 86

Public Works Department.

479

Table No. XX.

Water Post Repairs.

Causes.

Number
of Jobs.

Cost.

Valves leaking

Defective pipe

Rotten box

Shut-off and put on during season

Hit by team

Arm broken off

Bad paving

Relocated

2-inch valves repaired

Miscellaneous

Totals

Ill
32
17

370

7
12
5
6
ISO
4

8243 09

353 85

168 47

358 89

87 57

41 54
24 54

42 06
370 28

45 86

r44

Table No. XXI.

Meters Set for Income Branch.

Number Set.

Size.

Cost of
Material.

Labor,
Teaming,
Car Fares.

Total.

Outside.

Inside.

97

177

f-inch
f-inch
f-inch
f-inch
1-inch
1-inch
lj-inch
2-inch
3-inch
4-inch
6-inch
S-inch

S64 74

660 54

11 10

7S 21

17 20

80 21

85 52

68 73

7 39

37 31

35 52

7 9S

S2S3 96

722 64

20 66

85 46

25 99

78 49
90 84

79 13
24 16

151 07
81 41
24 99

S34S 70
1,383 IS

12

4

31 76
163 67

11

2

43 19

15S 70

12

176 36

9

147 S6

1

31 55

6

1SS 3S

3

116 93

2

32 97

153

183

Totals... .

336

SI, 154 45

S1.668 80

S2.S23 25

480

City Document No. 26.

Table No. XXII.

Meter Repairs.

Causes.

Number
of Jobs.

Cost.

Box decayed

Set to grade

Change frame and cover

Covers broken

Leaking

Bad paving

Frozen

Full of dirt

Box abandoned

Box hit by team

Reset upright

Box relocated

Put in 6-inch gate

Miscellaneous

Totals

200

71

5

27

32

48

3

3

5

2

1

5

1

15

,177 59

321 22

37 49

51 27

70 24

231 89

5 44

5 25

19 39

28 70

4 75

51 71

34 91

40 11

418

$3,079 96

Public Works Department.

481

Table No. XXIII.
Machine Shop.

Stock Manufactured from the Rough.

Number.

Labor.

56
per cent
Added.

Stock.

Cost
Each.

Total
Cost.

Boston post hydrants

Lowry hydrants, 4 feet

3-inch B. O. hydrants

3-inch gates

4-inch gates

6-inch gates

8-inch gates

10-inch gates

12-inch gates

16-inch gates

f-inch sidewalk cocks

J-inch sidewalk cocks

1-inch sidewalk cocks

f-inch corporation cocks

f-inch corporation cocks

1-inch corporation cocks

l§-inch corporation cocks

J-inch female coupling nuts

f-inch female coupling nuts

1-inch female coupling nuts

lj-inch female coupling nuts

lj-inch female coupling nuts

2-inch female coupling nuts

1-inch meter coupling nuts

|-inch combination coupling nuts . .
1-inch combination coupling nuts. .
li-inch combination coupling nuts.

f-inch female coupling tubes

J-inch female coupling tubes

lj-inch female coupling tubes

2-inch female coupling tubes

f-inch bent tubes

202

2

27

2

76

35

199

111

65

17

980

50

64

1,996

197

202

94

50

2,273

203

24

307

17

36

214

100

100

6,165

334

290

115

397

$14 S6
5 66
7 07

4 69

5 74

7 33

8 15
12 23
14 01
27 64

42
54
66
42
52
66
98
01
02
03
05
07
08
05
05
06
08
01
02
08
09
06

$23 18

8 83

11 03

7 32

8 95

11 42

12 71
19 08
21 S6
43 12

66
84
1 03
66
SI
1 03
1 53
02
03
05
08
11
12
OS
08
09
12
02
03
12
14
09

$28 91

19 44
8 77
5 34
7 23

13 40

20 35
29 53
38 23
50 29

29
46
75
32
47
83
1 64
04
05
13
20
28
37
13
07
10
18
03
07
23
34
OS

$52 09

28 27

19 80

12 66

16 18

24 82

33 06

48 61

60 09

93 41

95

1 30

1 78

98

1 2S

1 86

3 17

06

08

18

28

39

49

21

15

19

30

05

10

35

48

17

$10,522 18

56 54

534 60

25 32

1,229 68

868 70

6,578 94

5,395 71

3,905 95

1,587 97

931 0Q

65 00

113 92

1,956 08;

252 16-

375 72

297 98

3 00

181 84

36 54

6 72
119 73

8 33

7 56

32 10
19 00
30 00

308 25

33 40
101 50

55 20
67 49

Carried forward.

$35,708 11

482

City Document No. 26.

Machine Shop. — Continued.
Stock Manufactured from the Rough. — Concluded.

Number.

Labor.

56
per cent
Added.

Stock.

Cost
Each.

Total
Cost.

Brought forward

f-inch bent tubes threaded

J-inch bent tubes

1 1-inch bent tubes

f-inch male couplings

1 by f-inch male and female couplings .

1-inch combination coupling

1-inch combination coupling, bent. . . .

1 3-inch combination coupling

2-inch combination coupling

2-inch hose couplings

1 by f-inch solder nipples

f-inch meter nipples

1 |-inch meter nipples

2-inch meter nipples

f by J-inch meter bushing

f-inch plugs

1-inch plugs

1 §-inch plugs

Bubble cocks (fountain)

Hydrant wastes

6-inch jointers

10-inch jointers

12-inch jointers

16-inch jointers

Sidewalk upright, bushings

168
196

50
200

12
100

50
100

83
337

50
104
237
100

99
487
100

10

49

530

8

2

12

1

1,455

17
09
12
02
08
17
23
25
31
11
15
05
11
15
10
07
17
21
1 19
21
13
29
31
42
04

27
14
19
03
12
27
36
39
48
17
23
08
17
23
16
11
27
33
1 86
33
20
45
48
66
06

19
13
49
09
21
34
46
70
98
43
21
14
24
42
12
01
03
06
1 18
24
1 07
1 30

1 58

2 15
19

46
27
68
12
33
61
82

1 09

1 46
60
44
22
51
65
28
12
30
39

3 04
57

1 27

1 75

2 06
2 81

25

Total.

$35,708 11

77 28

52 92

34 00

24 00

3 96

61 00

41 00

109 00

121 18

202 20

22 00

22 88

120 87

65 00

27 72

58 44

30 00

3 90

148 96

302 10

10 16

3 50

24 72

2 81

363 75

$37,641 46

Public Works Department.

483

Table No. XXIV.

Machine Shop. — Continued.

Stock Repaired.

Total
Cost.

3-inch gate valves

4-inch gate valves

6-inch gate valves

8-inch gate valves

10-inch gate valves

12-inch gate valves

16-inch gate valves

4-inch Smith gate and valves

Lowry hydrants

Boston Lowry hydrants

Ordinary post hydrants

Boston post hydrants

Bachelder hydrants

Hyde Park hydrants

Blow-off hydrants

Miscellaneous

Totals

$12 30
8 63
69 45
18 70
11 18
27 40
6 48

2 49
152 77

13 45
301 41
190 99
154 14

23 50

3 32
32 18

$1,028 39

484

City Document No. 26.

Table No. XXV.

Machine Shop. — Concluded.

Miscellaneous Work.

Number.

Total
Cost.

Made lj-inch drilling machines

Repaired autos

Repaired 42 meter plates for meter service.

Burning out joints on Long Island

Improving gate-hoisting machine

Repairs in carpenter shop

Miscellaneous

2

5

42

43

$345 27
66 18
65 82
61 43
42 56
40 95
138 32

Total .

$760 53

Table No. XXVI.
Blacksmith Shop.

Sharpened 5,563 picks, 563 bars, 2,150 chisels and 7 bull

points

Repaired 2,358 tools

Made 350 new tools

Repaired 92 wagons, autos, etc. .
Repaired reservoir fence at East Boston .
Labor and stock used on 2 new tool houses
Miscellaneous

Total

$1,138

13

855 54

603

48

179 86

113

16

100

17

189 86

$3,180 20

Public Works Department.

485

Table No. XXVII.
Carpenter Shop.

Stock Manufactured.

Number.

Total
Cost.

Post hydrant boxes at $5.68

Lowry hydrant boxes at $5.14

Boston Lowry hydrant boxes at $7.07

Boston hydrant boxes at $4.83

Small gate boxes at $4.37

Large gate boxes at $5.48

Meter boxes at $4.91

Deacon meter boxes at $5.48

Tops for Lowry and post hydrant boxes at $0.69.

Tops for small gate boxes at $0.57

Tops for large gate boxes at $0.63

Ground meter boxes at $0.50

Meter protection boxes at $0.25

Pieces for raising hydrant boxes at $0.08

Pieces for raising small gate boxes at $0.07

Pieces for raising large gate boxes at $0.08

Pieces for raising meter boxes at $0.07

Wedges for main pipe work and concrete boxes. . .

Plugs for main pipe work

Tool handles

Miscellaneous

38

23

44

9

148

18

19

6

69

114

36

1,350

613

2,510

4,682

592

S4S

12,972

110

509

$215 84

118 22
311 08

43 47

646 76

98 64

93 29

32 88

47 61

64 98

22 6S

675 00

153 25

200 80

327 74

47 36

59 36

133 90

119 13
47 65

341 29

Total.

$3,800 93

Table No. XXVIII.
Carpenter Shop.

Remodeling old paint shop for Meter Department . . $1,619 81

Repairs in stable, 710 Albany street 1,216 76

Repaired 972 tools 653 92

Repaired stable and outbuildings in old sewer yard, Charles-
town 566 12

Repairs in yard, 710 Albany street 297 45

Repairs in Brighton yard 295 56

Repairs in East Boston yard . 186 42

New tool house 154 91

Repairs on wagons 110 80

Carried forward $5,101 75

486 City Document No. 26.

Brought forward $5,101 75

Miscellaneous jobs (21) 107 62

New tool-house for inspectors 102 74

Repairs in machine shop 94 11

Repaired signs on Gallop's Island 89 26

Miscellaneous 367 54

Total $5,863 02

Table No. XXIX.
Pattern Shop.

Made 38 new patterns $999 06

Repaired 87 patterns 990 97

Changed 6 patterns 237 91

Remodeling high pressure hydrant pattern .... 139 36

Miscellaneous 56 77

Total $2,424 07

Table No. XXX.
Plumbing Shop.

Miscellaneous.

Put in new heater and sink in Charlestown yard .

Repairs in machine shop

Repaired gauges in City Hall

Repaired bubble cocks on fountains ....

New sink and fittings in carpenter shop .

Repairs on gauge glasses at yard, 710 Albany street

Repairs in blacksmith shop

Repaired waste pipe, 77 Lenox street, Roxbury

Repaired pumps (8)

Miscellaneous

Total

Table No. XXXI.
Electrical Shop.

Repairs and inspections of indicators and gauges at Orient

Heights standpipe, East Boston $15S 63

Repairs and inspection of indicator and gauge at City Hall . 9 76

Miscellaneous repairs and extensions in yards and buildings,

including labor, materials, teaming, etc 136 00

Total $304 39

Work discontinued July 31, 1913.

$42 65

41 94

39 65

32 90

32 34

23 21

20 54

16 34

13 53

66 26

$329 36

Average Monthly Heights, in

Feet,

\bove

Boston City

Base,

to Which Water Rose at Different Stations

Southern High Service.

Northern High Service.

1913.

City Hall.

Engine House

No. 24, Quincy

and Warren

Streets,

Roxbury.

Engine House

No. 20, Walnut

Street,

Neponset.

Engine House
No. 19, Nor-
folk Street,
Mattapan.

Engine House

No. 28,

Centre, near

Green Street,

Jamaica Plain.

Engine House

No. 30.

Centre, near

Bellevue Street,

West Roxbury.

Engine House

No. 45,

Washington and

Poplar Streets,

Roslindale.

Engine House

No. 29,

Chestnut Hill

Avenue,

Brighton.

Engine House

No. 48,

Winthrop

Street and

Harvard

Avenue

Hyde Park.

Engine House
No. 5,

Marion Street,
East Boston.

Engine House

No. 32,

Bunker Hill

Street,
Charlestown.

246
246
244
245
244
245
245
246
246
246
247
244

234
234
230
230
230
232
232
232
234
234
236
233

246
245
248
248
248
248
247
248
246
245
246
245

235
234
236
235
237
236
236
237
235
234
235
234

245

245
247
247

235
236
237
237

245
246
247
247
242
245
248
249
247
247
248
247

238
238
238
238
238
236
239
240
236
237
239
238

246
246
247
246
246
245
247
247
248

240
241
241
241
239
240
241
242
241

246
246
247
246
246
247
245
247
247
243
246
244

239
238
239
23S
237
238
238
239
240
237
240
238

246
246
248
247
246
247
24(7
247
247
247
248
247

241
241
243
241
241
240
241
242
240
242
243
242

250
249
249
249
249
249
250
249
249
250
249
249

248
248
247
247
247
246
247
246
248
248
247
247

244
243
245
245
244
244
249
249
248
246
244
244

238
235
236
236
235
235
241
242
239
237
237
236

166
165
166
166
166
165
166
164
164
165
165
165

158
157
158
158
158
159
158
158
158
158
158
159

161
162
163
166
165
165
167
164
165
165
165
166

157
158

June

248
248
247
247
248
2(49
246

232
235
236
233
234
235
234

July

248

242

Average Monthly Heights, in Feet, Above Boston City Base, to Which Water Rose at Different Stations.

Low Service.

1913.

Chestnut Hill
Pumping
Station,
Brighton.

Engine House
No. 34,
Western
Avenue,
Brighton.

Boston
Common.

Engine House

No. 8,
Salem Street,
City Proper.

Engine House

No. 7.

East Street,

City Proper.

Engine House

No. 38,

Congress and

Farnsworth

Streets,

South Boston.

Engine House

No. 2,

Fourth and

O Streets,

South Boston.

Water Serv-
ice Yard,
710 Albany

Street,
South End.

Water Serv-
ice Yard,
Gibson Street,
Dorchester.

January ....
February. . .

March

April

163
162
163
162
173
165
163
164
165
164
164
164

163
163
163
163
163
164
163
164
164
163
163
163

162
160
160
160
168
163
163
161
161
160
162
162

152
151
151
150
150
154
158
152
151
152
152
147

158
161
162
161
170
164
162
163
164
163
163
164

145
144
146
150
151
151
151
152
151
150
152
146

156
155
155

135
136
142

159
157
158
162
168
162
160
163
161
161
163
161

141
139
142
146
146
146
146
148
146
144
147
141

155
152
152
162
168
160
158
157
159
157
159
157

138
133
137
140
142
144
141
141
142
141
142
136

158
156
155
162
166
163
160
162
162
162
161
161

140
135
140
145
144
145
146
145
143
145
146
138

162
158
158
164
170
165
163
163
163
163
162
161

144
141
143
146
148
148
147
147
148
148
148
143

154
151
149
146
162
154
151
150
151
158
155
147

137
133
124
135

August

September. .
October ....
November . .
December . . .

169
163
160
161
161
161
162
160

145
145
144
143
146
144
145
138

138
138
134
138
138
141
137
125

Public Works Department. 487

Table No. XXXII.

Miscellaneous.
Testing work done for high pressure service .... $533 98
Three hundred and thirty-six inspections of patch paving . 485 35
Repaired roof in old sewer yard, Rutherford avenue, Charles-
town . . 270 35

Repairs on underpinning of carpenter shop .... 215 48

Repaired leaking roof on stable at Brighton . . . . 192 72

Repaired conductors, roofs and gutters in Charlestown yard, 183 67

Inspection on Boylston street subway 103 45

Rebuilt chimney on main building, 710 Albany street . 95 55

Miscellaneous repairs and cleaning in yard and reservoir,

East Boston 89 37

Set hydrant to new location (Bristol Street Fire Department

Headquarters) 87 50

Put in new pipe for fire hose, sanitary garbage plant, Atlantic

avenue 85 26

Put in new fire pipe in sanitary building, South street,

Dorchester . . . . . . . . . . 84 66

Put in new service gate on private line, Boston & Maine

Railroad 69 94

Miscellaneous 457 51

Total $2,954 79

WATERWORKS STATISTICS — CITY OF BOSTON.
For the Fiscal Year Ending January 31, 1914.

Date of construction of plant: 1848.

By whom owned: City of Boston.

Source of supply: The Metropolitan Water Works from Lake Cochituate,

Sudbury river and Nashua river.
Mode of supply: Both gravity and pumping.

Consumption.
Estimated population supplied .
Total consumption for year 1913
Passed through meters for year 1913
Percentage of consumption metered
Daily average consumption for year 1913
Gallons per day to each consumer

733,400

28,977,569,000 gallons

12,597,420,308 gallons

43.5 gallons

79,390,600 gallons

108 gallons

Distribution.
Mains.
Kind of pipe: Cast iron, wrought iron.
Sizes: From 2-inch to 48- inch.
Extended, miles: 11.95.
Sizes, enlarged miles: 9.6.
Total miles now in use: 825.42.*
Public hydrants added: 245.
Public hydrants now in use: 8,858.
Stop-gates added: 227.
Stop-gates now in use: 11,583.
Stop-gates smaller than 4 inches: 28.
Number of blow-offs: 546.
Range of pressure on mains: 30 pounds to 90 pounds.

* During the year 1913 all supply lines outside of Boston were taken by the Metropolitan
Water and Sewerage Board, comprising 14.35 miles of pipe (from 12-inch to 48-inch,
inclusive), 29 stop-gates and 24 blow-offs.

488

City Document No. 26.

Service.
Kind of pipe and size: Lead and lead-lined, ^-inch to 2-inch; cast iron,

3-inch to 12-inch; wrought iron and cement lined, f-inch to 2-inch.
Extended, feet: 24,786.
Total now in use, miles: 565.3.
Service-taps added: 1,008.
Total service-taps now in use: 103,514.
Meters added: 7,488.
Total meters now in use: 41,654.
Percentage of services metered: 40.2.
Motors and elevators in use: 675.
Standpipes for street watering: 544.
Yearly revenue from annual water rates .... $895,687 12

Yearly revenue from metered water 2,051,523 76

Percentage of total revenue from metered water . . 69 . 6

Data — Metropolitan District.

Cities and Towns.

Valuation,
April 1, 1912.

Average

Daily

Consumption

(Gallons), 1912.

Assessments,
1913.

$1,489,611,817
28,147,960
29,742,700
40,617,596
27,179,600
17,584,600
16,026,489
35,475,395
69,916,340
14,164,626

7,555,625

8,223,665
28,178,814

9,662,998
19,924,460

5,281,875
12,574,824
16,159,165
14,824,S20

90,037,500
2,935,500
2,707,800
2,226,300
1,222,900
1,132,100

$1,842,127 65

51,547 66

49,124 16

47,126 88

27,916 12

22,684 86

6,680 74

3,003,100

6,427,500

1,075,500

434,500

356,800

343,300

158,800

1,495,400

590,700

443,300

922,300

717,400

55,519 02

116,320 88

20,491 56

9,042 70

8,267 34

16,402 68

6,181 S9

28.5S7 67

10,213 41

11,254 35

19,245 16

15,909 87

116,230,700

$2,364,644 60

Public Works Department. 489

APPENDIX E.

REPORT OF THE COMMISSIONER FOR THE
BOSTON AND CAMBRIDGE BRIDGES.

Boston, February 2, 1914.

Mr. L. K. Rourke,

Commissioner of Public Works:

Sir,— As commissioner for the City of Boston I
respectfully submit herewith the annual report of the
Boston and Cambridge Bridge Commission for the
year 1913-14.

The commission is constituted under chapter 467,
Acts 1898, and is composed of two members, one
appointed by the Mayor of the City of Boston and one
by the Mayor of the City of Cambridge. Francis J.
Smith is the commissioner for the city of Cambridge.
The division engineer of the Bridge and Ferry Division
has been appointed commissioner for the City of Boston.

The commission has charge of the care and maintenance
of the following-named bridges connecting the cities of
Boston and Cambridge: Prison Point, Cambridge, Har-
vard, Brookline Street, Cambridge Street-River Street
und Western Avenue. The bridge connecting North
Harvard street in Boston with Boylston street in Cam-
bridge, at Soldiers Field, has been removed and is being
replaced by a new masonry arch bridge to be known as
the Anderson Bridge. The new structure is being
constructed under the direction of the Metropolitan
Park Commission in accordance with chapter 628,
Acts 1910; chapter 439, Acts 1911, and chapter 92, Acts
1912. By the latter act, the bridge upon its completion
is to be maintained wholly by the cities of Boston and
Cambridge, under the direction of the Boston and Cam-
bridge Bridge Commission. It is expected that the
bridge will be completed in the spring of 1914.

The expense of the maintenance of the bridges between
Boston and Cambridge is borne equally by the two cities.

490 City Document No. 26.

The City of Boston's portion of the ordinary maintenance
cost is paid from the appropriation for the Bridge and
Ferry Division of the Public Works Department.
During 1913-14 this expenditure amounted to $17,744.48.
In addition to the ordinary maintenance work on these
bridges, the cost of which is given in detail in the table
of expenditures for the year 1913-14, extensive repairs
were made to Brookline Street Bridge and final payments
were made on account of the contract for the reflooring
of Harvard Bridge, done in 1912, these amounts being
paid from a special appropriation, as noted on page 103
of the report of the Bridge and Ferry Division. The
following is the principal repair work done during the
year on the bridges under the care of this commission:

Brookline Street Bridge.

In accordance with recommendation made in last
year's report, the roadway of this bridge, which formerly
had a surface of spruce plank, was paved for its entire
length with 3^-inch creosoted yellow pine blocks. The
yellow pine under-flooring of the roadway was entirely
renewed and new wooden stringers were put in place of
such old stringers as were found in poor condition.
The work was done under a contract made with James
Doherty of Boston, lowest bidder, at a contract price
of $12,645.70, one-half being paid by each city. The
paving is laid under a five-year guaranty and affords a
most satisfactory roadway. It should prove more
economical than the former spruce plank wearing
surface of the roadway which had to be renewed at
frequent intervals.

Maintenance Work on Other Bridges.

On Prison Point, Cambridge Street-River Street and
Western Avenue Bridges, as well as on the draw span of
Harvard Bridge, the usual repairs have been made to the
plank wearing surface of the roadways. The entire
roadway of Prison Point Bridge and of the draw span of
Harvard Bridge were resheathed twice during the year
owing to the heavy traffic carried by these structures,
and at Harvard Bridge it was found necessary to renew
several stringers on the draw span. At the Cambridge
Street-River Street Bridge the upper portion of the
downstream pier was entirely rebuilt and some repairs
were made to the deck planking.

Public Works Department. 491

Recommendations for 1914.

Besides the ordinary maintenance work on the bridges
between Boston and Cambridge, extensive repairs are
necessary on certain bridges for which special appropria-
tions should be made.

Prison Point Bridge. — The plank surface of the roadway of this
bridge should be replaced by some form of permanent wooden
pavement, both in the interests of economy and public con-
venience. The steel work is much rusted and should be
thoroughly cleaned and painted. Repairs should also be
made to the wharf and fences. The estimated cost of this
work is $12,000, one half of which is to be paid by the City of
Boston.

Cambridge Bridge. — The steel superstructure of this bridge is
greatly in need of painting. Neglect to properly care for
this large and important structure will prove to be a most
uneconomical policy, as has been shown by Boston's experi-
ence with other bridges. Furthermore, aside from the injury
to the steel work which corrosion will cause, the cities of
Boston and Cambridge should take pride in keeping this
monumental structure in good condition, particularly because
of its location in the Charles River Basin. Besides painting,
some repairs are needed to the roadway paving. The esti-
mated cost of this work is $16,000, one half of which is to be
paid by the City of Boston.

Harvard Bridge. — The draw pier, draw landings, and the
machinery of the draw span are in need of repairs. The
estimated cost of this work is $8,000, one half of which is to
be paid by the City of Boston.

Brookline Street Bridge. — The steel work of this bridge should
be cleaned by sand blast and painted, at an estimated cost
of $2,000, one half of which is to be borne by the City of
Boston.

Tables are appended showing the distribution of the
expenses of the commission for the year and statements
of the draw openings.

Respectfully submitted,

Frederick H. Fay,

Commissioner for the City of Boston.

492

City Document No. 26.

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Public Works Department.

495

DOCUMENT NUMBERS OF ANNUAL REPORTS OF THE
PUBLIC WORKS DEPARTMENT.

Name of Document.

For
Year.

Pub.
Year.

1911

1912

1912

1913

1913

1914

No. of
Doe.

Annual report
Annual report
Annual report

29
29
26

BOSTON PUBLIC LIBRARY

3 9999 06315 955 0