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ANNUAL REPORT ■
PUBLIC WORKS DEPARTMENT
YEAR 1919
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Compliments of
Thomas F. Sullivan,
Commissioner of Public Works
PLEASE EXCHANGE
rKHNlllNU Ut^AKlMblNl
1920
ANNUAL REPORT '
PUBLIC WORKS DEPARTMENT
YEAR 1919
CITY OF BOSTON
PRINTING DEPARTMENT
1920
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CONTENTS.
Part I.
BEPOBT OF THE COMMISSIONER
OF PUBLIC WORKS.
Appropriations 5
Appropriations, special 6
Contracts:
Artificial stone sidewalks,
rebate 29
Artificial stone sidewalks,
edgestones, etc 30
Ashes 49
Asphalt pavement 31
Bitulithic pavement 38
Bituminous macadam 44
Bridge work 25
Catch-basins, cleaning
same 52
Electric lighting 27
Ferry work 26
Gas, furnishing same 27
Gas, lighting streets with
same 27
Granite block pavement . . 45
Hired teams 24
In force, made in previous
years, Sanitary Service, 50
Macadam, bituminous 44
Miscellaneous, Paving
Service 48
Miscellaneous, Sanitary
Service 50
Miscellaneous, Street
Cleaning Service 52
Miscellaneous, Water
Service 63
Contracts:
Offal 49
Paving and regulating .... 45
Sewerage works 53
Sheet asphalt pavement. . 31
Snow and ice 47
Topeka pavement 40
Water pipes, laying 59
Water pipes, relaying 62
Watering carts 51
Wood block pavement 44
Employees 84
Expenditures 20
Expenditures, by items, seg-
regated budget 10
Financial statement 20
General review 2
Maintenance, comparative
table 21
Organization 1
Pavements, area of 65
Pavements, changes in 68
Pavements, length of 66
Pavements, miles of 67
Property, personal 68
Property, real 72
Rainfall 64
Revenue 22
Snowfall 64
Street mileage 67
Work for next year contem-
plated 4
IV
Contents
Part II. — Appendix A.
Administration expenses, Central Office .
PAGE
91
Appendix B.
REPORT OF THE DIVISION ENGINEER OF THE
BRIDGE AND FERRY DIVISION.
(Bridge Service.)
(Page 92.)
Appropriations, special 106
Appropriations, special, sum-
mary of 106
Bridges, work done on:
Belgrade Avenue Bridge,
over New York, New
Haven & Hartford Rail-
road, West Roxbury — 94
Boylston Street Bridge,
over Boston & Albany
Railroad 96
Broadway, over New
York, New Haven &
Hartford Railroad 96
Broadway Bridge, over
Boston & Albany Rail-
road 97
Brookline Avenue, over
Boston & Albany Rail-
road 97
Charlestown Bridge Draw, 99
Chelsea North 99
Columbia Road Bridge,
over New York, New
Haven & Hartford Rail-
road 100
Commonwealth Avenue
Bridge, over Boston &
Albany Railroad at Cot-
tage Farm 101
Bridges, work done on :
Dorchester Avenue 101
Everett Street Bridge,
over Boston & Albany
Railroad, near Allston
Station 101
Neptune Road Bridge,
over the Boston, Revere
Beach & Lynn Railroad,
East Boston 102
Norfolk Street Bridge,
over New York, New
Haven & Hartford Rail-
road 102
Northern avenue 103
Warren 103
City base, elevations and
datum 124
Drawtenders' report 123
Elevations, city base 124
Expenditures 110
Expenditures, special appro-
priations 110
Expenditures, special appro-
priations, summary of 112
Financial statement 106
List of Bridges:
In charge of Bridge and
Ferry Division, Bridge
Service 114
Contents.
List of Bridges : page
In charge of Bridge and
Ferry Division and Park
and Recreation Depart-
ment 115
In charge of Park and
Recreation Department, 115
Maintained by Metropoli-
tan Park Commission ... 118
M aintained by railroad
corporations 118
Maintained by United
States Government 120
Of which Boston main-
tains the part within its
limits 116
List of Bridges:
Of which Boston main-
tains the wearing sur-
face 117
Of which Boston pays a
part of the cost of main-
taining 116
Recapitulation of bridges.. . . 120
Repairs on bridges 109
Tides, highest and lowest
recorded 125
Width of bridge openings 121
Work done 94
(Ferry Service.)
(Page 126.)
126
131
129
Appropriations
Appropriations, amount paid
from
Appropriations, comparison
of (five years)
Appropriations, special 132
Balance sheet 127
Comparative balance sheet
(five years) 12S
Comparison of appropria-
tions, receipts and ex-
penditures (five years) . . .
Difference in travel between
ferries
129
133
PAGE
Expenditures 126
Expenditures, comparison of
(five years) 129
Expenditures and receipts
since 1858 131
Ferryboats 126
Financial statements 126
Receipts at each ferry 132
Receipts, comparison of (five
years) 129
Ticket statement 133
Total travel on both ferries
(six years) 134
Work done 104
Appendix C.
REPORT OF THE DIVISION ENGINEER OF THE
HIGHWAY DIVISION.
General Review.
(Page 136.)
VI
Contents.
(Lighting Service.)
(Page 139.)
Arc lamps, total cost per
lamp per annum 146
Defects 141
Electric lights, number and
kind of 141
Electric lights, cost of 145
Expenditures 139
Financial statement 139
Gas lamps, number and
kind of 141
Gas lamps, total cost per
lamp per annum 144
Incandescent lamps, total
cost per lamp per annum, 147
Lamps, number of, installed
during year 141
Lamps, discontinued 141
Lamps, repaired and altered, 142
Number and style of lamps,
January 1, 1919 143
Outages on street lamps. ... 143
Rebates 143
Repairs 1 42
Revenue. . , 140
Work done 136
(Paving Service.)
(Page 148.)
PAGE
Artificial stone sidewalks. . . 176
Asphalt, cost of patching
(ten years) :
Acme.. 602
Sicilian rock 597
Seyssel rock 601
Sheet asphalt 587
Summary of 603
Assessment streets, work
done on 165
Bitulithic pavement:
Cost of patching (ten
years) 604
Summary of 606
Brick sidewalks, new, by
districts 330
Dirt and street cleanings
removed 331
Edgestones, new, by districts, 330
Electric light poles 335
Expenditures (summary and
detail) :
Belgrade avenue and
Beech street 186, 193
Chelsea street, widening 186, 272
Expenditures (summary and
detail) :
Granolithic sidewalks. . . 185, 194
Highways, making of . . . . 185, 262
Hyde Park avenue, widen-
ing 186,194
Norfolk street, widening, 186, 294
Paving Service 185
Reconstructing and repair-
ing streets by contract, 185, 204
Street improvements. . . .185, 257
Expenditures, objects of. . 187
Expenditures, detail of . . . 188
Financial statement 185
General review 136
Granite blocks, streets paved
with, having a mainte-
nance guaranty 449
Income 186
Macadam streets, mainte-
nance of 329
Notices 335
Permits 334
Permits, revenue from 335
Plans for proposed work .... 336
Contents.
vii
PAGE
Revenue 186
Roadway defects 335
Sidewalk defects 335
Smooth pavements, area of, 448
Smooth pavements, expira-
tion of guaranty 337
Snow and ice removed by
contract 332
Snow and ice removed by
districts by day labor. . . . 332
Snow, summary of volume
and cost of 333
Street numbering 336
Street openings 334
Streets :
Paved with asphalt on
concrete base 165
Paved with asphalt on
macadam base 155
Paved with granite blocks
on concrete base 14S
Paved with granite blocks,
maintenance of 449
Paved with bitulithic .... 158
Paved with wood block . . . 163
Paved with Topeka 160
Paved with bituminous
macadam 164
With smooth pavement,
expiration of guaranty, 337
With smooth pavement,
summary of 448
Work done 148
By contract, summary of, ISO
Work done :
By day labor, summary of, 184
By department force, de-
tail of (between pages
312,313):
Charged to maintenance. . 313
Charged to Belgrade ave-
nue, and Beech street,
recapitulation of 317
Charged to Chelsea street,
widening, recapitulation
of 317
Charged to granolithic
sidewalks, recapitula-
tion of 317
Charged to highways,
making of, recapitula-
tion of . . 324
Charged to Hyde Park
avenue, widening, re-
capitulation of 317
Charged to Norfolk street,
widening, recapitulation
of 317
Charged to reconstructing
and repairing streets by
contract, recapitulation
Of 318
Charged to maintenance
appropriation 192
Charged to street im-
provements, appropria-
tion, recapitulation of, 321
Charged to special appro-
priations, recapitulation
of 317
Appendix D.
REPORT OF THE DIVISION ENGINEER OF THE
SEWER AND SANITARY DIVISION.
(Sewer Service.)
(Page 463.)
Catch-basins built, charged
to sewerage works 492
Catch-basins built, charged'
to other sewer construc-
tion 497,499
Catch-basins, cleaned by
contract 479
Coal contracts, pumping
station (Supply Depart-
ment) 478
Vlll
Contents.
Executions of court Qn ac-
count of land-takings .... 488
Expenditures:
Maintenance 470
Maintenance, detail of . . . . 473
Maintenance, detail of,
recapitulation of 477
Separate systems of drain-
age 500
Separate systems of drain-
age, detail of 501
Sewerage works, detail of. . 480
Sewerage works, loan. ... 481
Financial statement 469
Horses, cost of maintaining . . 501
Land-takings, executions of
court 488
Manholes built charged to
sewerage works 489
Miles of sewers, February 1,
1919 502
Pumping sewage, average
cost per million foot gallons , 504
Pumping station, Calf Past-
ure, work done 487
Pumping stations, equipment
of 503
Pumps, Calf Pasture, aver-
age lift and duty 505
Refuse, removing same from
gate house 506
Schedule of sewers built to
date 502
Sewers built by contract,
force account (between
pages 480, 481).
Sewers built by day labor,
force account (between
pages 480, 481).
Sewers built, charged to
sewerage works 481
Summary of sewer construc-
tion (twelve months) .... 501
Summary of sewer construc-
tion (five years) 502
Sludge account 505
Work done 463
Work in charge of division . . . 467
(Sanitary Service.)
(Page 507.)
PAGE
Appropriations 507
Ashes, collected by contract,
number of loads 515
Carts, capacity of 514
Carts, number of 519
Districts, map of 520
Expenditures, items of 509
Financial statement 507
Force employed on house
dirt and ashes 513
Force employed on house
offal 513
Force employed on waste and
rubbish 513
Horseshoeing 511
Income 507
Maintenance 507
Materials:
Amount expended on offal,
ashes and rubbish by
districts 512
Ashes and house dirt re-
moved (five years) 513
Collected by districts. . . . 516
Cost of collecting and dis-
posing of refuse by con-
tract 518
Cost of collecting and dis-
posing of refuse by day
labor (between pages
518, 519).
Final disposition of 517
Garbage removed (5 years), 514
Contents.
IX
Materials:
Number of loads collected
from February 1, 1915,
to January 31, 1920 514
Offal collected by con-
tract, number of loads . . 515
Waste and rubbish re-
moved (five years) .... 514
PAGE
Refuse collected, detail of
(between pages 518-519).
Revenue „. . . . 507
Sanitary districts 520
Shops 510
Weight of materials 516
Work done 465
Work done for other services, 50 8
(Street Cleaning and Oiling Service.)
(Page 521.)
PAGE
Automobiles, detail of cost. . 531
Cost of watering streets by
districts 529
Expenditures, distribution of, 525
Expenditures, items of 521
Financial statement 521
Flushing streets 526
Horses, cost of maintenance, 527
Horses, distribution of 525
Macadam streets, cost of
oiling 528
Oil purchased, number of
gallons and cost of 530
Snow removed, cost of.
PAGE
526
Streets :
Area watered and cost per
square yard 529
Cleaned, total cost of (be-
tween pages 526, 527).
Swept by machines (be-
tween pages 526, 527).
Treated with oil, cost of . . 528
Water, amount used 529
Watered, cost by districts, 529
Work done 645
Appendix E.
REPORT OF THE DIVISION ENGINEER OF THE
WATER DIVISION.
(Water Service.)
(Page 532.)
PAGE
544
Abatements
Automobiles, cost of opera-
ting 542
Construction, cost of 540
PAGE
Consumption of water 580
Distribution of mains and
services 580
Elevators 544
X
Contents.
PAGE
Expenditures 535
Expenditures, detail of 538
Expenditures, comparison of, 539
Financial statement 535
Fire pipes 544
Fountain repairs 561
Fountains established and
abandoned 562
Fountains, number of 555
Hydrants, blow-off and reser-
voir pipes 552
Hydrant repairs 557
Hydrants, total number of,
January 31, 1920 553
Hydrants, total number and
kind of, established and
abandoned 557
Income branch 544
Main pipe, cost of extension, 570
Main pipe, cost of replacing, 575
Main pipe, cost of relocating, 574
Main pipe line and valves in
same 551
Main pipe work, mainte-
nance of 556
Meter branch 545
Meter repairs 565
Meters :
Applied 549
Changed 548
Changes, reasons for 549
Condemned 547
In service, January 31,
1920 546
Installed 545
On hand January 31, 1920, 545
Purchased 546
Repaired 547
Set 545
PAGE
Motors 544
Receipts 535
Receipts, comparison of ... . 544
Revenue 535
Service pipes:
Abandoned and plugged . . 559
Cost of laying 559
Cost of laying, detail of . . 560
Laid and abandoned 558
Maintenance of 561
Repairs, cost of 561
Service pipes:
Total number and length
of 554
Shops, work done in:
Blacksmith 567
Carpenter 568
Machine 566
Plumbing 569
Miscellaneous 569
Water:
Average monthly heights
at different stations (be-
tween pages 580-581) .
Debt 540
Sinking fund 540
Water pipes, total length of, 551
Water posts, established and
abandoned 563
Water post, repairs 564
Water rates, comparative
statement 544
Water, consumption of 580
Water, turning off and on . . . 544
Waste, prevention of 550
Work done 532
Work done, detail of 544
(High Pressure Fire Service.)
(Page 581.)
Expenditures 581
Financial statement 581
Work done.
PAGE
581
Contents. xi
Appendix F.
REPORT OF THE BOSTON AND CAMBRIDGE
BRIDGE COMMISSION.
(Page 582.)
Bridges in charge of com-
mission 582
Draw openings 586
Drawtenders' report 585
Expenditures 584
Work done 582
DOCUMENT NUMBERS OF ANNUAL REPORTS.
(Page 607.)
Gommissionerof Public Wows
AND OFFICE FORCE
BRIDGE rnd /£££Y E)/V/S/ON
D/U/5/0N £a/g/neer
AND
Office Force
ENGINEER
OF
Construction
EN6MER/N6EORGE
Construct/ on
/atspectors
CoiVTRACT
Work
Bridge Service
Supervisor
DrawTeNDERS
Am ASSISTANTS
SoSTCnSrIDSCS
Mechanics
Y/MDAmSTABU
Forces
SoSTONAm CAMBRID6E Bridges
Draw Tenders
,« Assistants
DESIGNING ENGINEER
£NGIN££R of
Special Work
Engineering Force
Dss?ga/
ferry s£rv/c£
General Foreman
Cashier
HORTNpERRr
Toil MEN
Mechanics
maintenance
Repair Force
HIGHWAY D/V/S/O/V
Division Engineer
AND
Office Force
SoPERl/ISOR
or Permits
and Force
ASSISTANT ENGINEER
**o Fomcc
Oe SIGNS ahaFst/MATES
Paving Service
Fmg/neer
Charge
SEW£F? MO SfW/TFtRY
D/V/S/O/V
E)/ws/ON £/vg/N££R
Engineer in Ohnfgf
Sewer sSEPl//G£
ano Office Force
District
Foremen Am Forces
Maintenance
Construction
Engineering Fqace
Chief /nspector
and Force
Contract Worm
District
Engineers
Engineering Forces
District
Foremen amForces
General
Foreman
/tispectors
Water D/u/s/on
/i/U/S/O/V £/VG/N££F!
AND
Office Force
Supervisor
•Sanitary and
Street Cleaning
£ai6in£ER m Charge
NicHPnESiuRiFmSmyictX
I General
Foreman
Contract
Work
Street O/ling
Districts
Under Inspectors
Street Cleaning
Districts
Under Foremen AAilHsncrars
Distribution
Superintendent
Am Office Force
•SANITARY
D/STPIC TS
Una Foremen Am/NSREcrops
Gate aucMydaant
Inspection
Sanitary
0/stricts
Contract Won*
Uaoer Inspectors
Machine
Shop
Chief Draughtsman
mtDRAUGNTiNG Force
Pumping Stations
SuPLRINTENDENIaaiFoRCES
\D/STRICT Yards I
I Foremen and Forces\
\/aVSP£CTORS I
District
Engineer
Contract
work
Assistant Engineer
lNC/mU0tGASTtll6S
an Special Work
Income
Superintendent
/n Charge oa
Income Branca
Revenue
Inspection
-\ Meter Branch \
i
Waste Inspection]
Physical Record
POFtCE
Organ/zat/on
Public Works Department
/9/9
ANNUAL REPORT
PUBLIC WORKS DEPARTMENT
YEAR ENDING JANUARY 31, 1920.
Boston, February 1, 1920.
Hon. Andrew J. Peters,
Mayor of the City of Boston:
Sir, — In compliance with Revised Ordinances the
annual report of the operations and expenses of the
Public Works Department for the year ending January
31, 1920, is respectfully submitted. The Public Works
Department, created by Ordinances 1910, chapter 9,
now chapter 28 of the Revised Ordinances of 1914, was
formed by consolidating the Engineering, Water and
Street Departments.
Organization.
The department is composed of five main divisions,
viz.:
Central Office. — The Central Office is composed of
the accounting force of the entire department under the
charge of the secretary and chief clerk.
Bridge and Ferry Division. — This division, under a
division engineer, has the charge and care of all bridges
used as highways which are in whole, or in part, under
2 City Document No. 26.
the control of the city; the care and management of the
ferries owned by the city, including boats, slips, drops
and buildings.
Note. — The Boston and Cambridge Division, so
called, is not strictly speaking a division of the Public
Works Department, as this work is in charge of a com-
mission 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 Commissioner
of Public Works is the Boston member of this commis-
sion and also because one half of the expense of this
commission is defrayed by the Bridge Service, it is in
this report treated as a division of this department.
Highway Division. — This division, under a division
engineer, has the care of the construction, reconstruc-
tion and maintenance of roadways and sidewalks; the
care of lamps and the lighting of streets, parks and alleys.
Sewer and Sanitary Division. — This division, under
a division engineer, has charge of the construction of
sewers, catch-basins and waterways; the collection of
and removal of ashes, garbage, refuse and street cleaning.
Water Division. — This division, under a division
engineer, has the care of water pipes, installation of
meters, water service, laying and relaying of water
mains and the high pressure service.
Review.
The following is a brief summary of the chief accom-
plishments of the Public Works Department during
the year ending January 31, 1920:
Brookline Avenue Bridge. — Work of providing new
superstructure completed and the bridge opened to
traffic.
Broadway Bridge over the Boston & Albany Railroad. —
Floor rebuilt to provide for the heaviest type of electric
cars.
Belgrade Avenue Extension Bridge {formerly Beech
Street). — Rebuilt on widened lines providing for the
operation of the largest type of electric cars.
Harvard Bridge between Boston and Cambridge. —
Repaving and reflooring completed.
Norfolk Street Bridge. — The old bridge has been
moved over to correspond with the newly widened
street lines and the bridge widened.
Public Works Department. 3
Warren Avenue Bridge. — One half of the draw span
strengthened for the operation of large cars.
A new boiler has been installed in the ferryboat
"Hugh O'Brien, " and the machinery thoroughly repaired
and the boat placed in commission after being out of
service for about a year. On the "John H. Sullivan"
the alterations providing for a four-roadway boat, which
will increase its teaming capacity over 50 per cent, are
practically completed. A new pontoon has been built
for the north drop of the North Ferry of the East Boston
side, and extensive repairs have been made on the south
drop of the South Ferry, East Boston side. A heating
system has been installed at the South Ferry, Boston
side, which will make a saving of about $2,000 a }rear.
During the year about eight and one third miles of
sewerage works have been laid, and the construction
of Faneuil Valley brook conduit in Brighton, from the
outlet at the Charles river to the source at Chandler's
pond, has been completed.
New "White Way" lamps have been installed on
Tremont street, between Common street and Arlington
square, the total expense of which was paid by some of
the abutters.
The Street Cleaning Service has purchased a motor-
driven sprinkler, sweeper and pick-up machine, which
has proven very satisfactory. The area of streets
cleaned by the use of motor-driven flushers has been
greatly increased, due in part to the fact that the area
of smooth pavement has been appreciably extended.
In the districts where garbage and ashes are collected
by contract a new form of contract was put in effect
last February, whereby the contractor is paid on the
basis of the number of cubic yards collected and deliv-
ered at specified points, instead of the old lump sum
form of contract. While it i,s a little more expensive,
the results accomplished have practically eliminated
complaints regarding noncollection.
Forty-five thousand two hundred sixty-four linear
feet of water main pipe have been laid and relaid
throughout the city. This work has been done for the
improvement of fire protection, the replacing of old
and small mains with larger sizes in anticipation of
street construction, for the extension of the high service
for sprinkler and fire pipes, and, to a small extent,
extending the existing system on account of new build-
ing construction. The most important of this work
4 City Document No. 26.
was the replacing of a worn out 6-inch main in Main
street, Charlestown, with a 12-inch main. In the
Jamaica Plain district, in the section bounded by
Mozart street, Chestnut avenue, Spring Park avenue,
Rockland street, Green street, Alford street and
Seaverns avenue, a 16-inch main has been laid, replac-
ing small pipes. A notable and much needed improve-
ment has been made in the supply to the West Depart-
ment of the Boston City Hospital which is being used
by the United States Government as a hospital. The
single supply in Spring street to this property was
reinforced by a second pipe which insures a reasonable
continuity of service and efficient fire supply About
18,000 feet of old water mains have been cleaned in
Hyde Park. Three thousand three hundred linear feet
of 12-inch flexible pipe has been laid between Moon
and Long Islands, affording a second supply for the
harbor service from the main line, and extensive repairs
have been made to the 6-inch flexible pipe between
Long and Spectacle Islands. Approximately 8,200 feet
of high pressure pipe has been laid and twenty-nine
hydrants installed in the extension of the High Pressure
Fire Service system.
Approximately 250,000 square yards of sheet asphalt,
bitulithic and Topeka pavements and 18,000 square
yards of wood block pavement have been laid during
the year. Approximately 200,000 square yards of
granite block pavements have been laid during the year,
more than one half of which was laid on a concrete base.
About 200,000 square feet of artificial stone sidewalks
have been laid during the year.
Contemplated Work for Next Year.
In the Water Service it is proposed to lay a 36-inch
high service pipe from a point near the corner of Prince
and Perkins streets, Jamaica Plain, to the present
36-inch high service pipe in South Huntington avenue,
which will provide an adequate high service supply for
the city in the event of an accident to the 48-inch high
service line extending from Fisher Hill Reservoir through
Brookline to South Huntington avenue; also the exten-
sion northerly through the city proper of the 30-inch
high service main which now terminates on Kneeland
street and Atlantic avenue.
In the Lighting Service, at the request of the Fire
Public Works Department. 5
Commissioner, it is proposed to install a number of
additional red lights on fire alarm boxes during the
coming year.
In the day labor districts of the Sanitary Service we
must have a substantial increase in the number of men
and animals if the residents of those districts are to
receive regular collections.
It is proposed to build a new sea wall along the pro-
perty of the Public Works and Hospital Departments
in the Roxbury Canal, the present structure having
partially collapsed and is in danger of blocking naviga-
tion.
It is also proposed to provide an additional berth for
a dumping scow, in connection with the rebuilding of
the sea wall on Albany street. This is absolutely
necessary on account of the growing scarcity of inland
dumps.
One new ferryboat must be provided next year, and
extensive repairs made to the drops, landings and piers
of the ferries.
In the Bridge Service it is proposed to strengthen the
remainder of the draw span on Warren Bridge to provide
for diversion of cars to and from Charlestown in the
event of trouble on the Charlestown Bridge. Con-
struction should start on the permanent Chelsea Street
Bridge, and the present Ashland Street Bridge will have
to be entirely rebuilt.
In the Sewer Service during the coming year it is
proposed to extend the covered channel of Stony Brook
for a distance of about 900 feet, and also to rebuild the
existing Muddy River conduit under Brookline avenue,
which must be done first in order to permit the con-
struction of new tracks to connect with the Boylston
Street Subway at Kenmore square.
In the Paving Service we hope to continue the program
of installing permanent paving in the radial highways,
as well as improving the heavy traffic streets in the city
proper.
Appropriations.
The money assigned for the work of the Public Works
Department during the year February 1, 1919, to January
31, 1920, was made available from the following sources:
First. — Maintenance appropriation, derived from the
income of the city raised by taxation. In December,
G
City Document No. 26.
1918, the department estimates of the money necessary
for the proper maintenance and conduct of affairs of the
different serivces were submitted to the Mayor. The
estimates were made in segregated form to the Mayor
who made such allowance for each item in the budget as
he considered necessary and submitted them to the
City Council. The total maintenance appropriations
as passed by the City Council and approved by the
Mayor are shown below. On another page will be found
the total expenditures by each service for each item in
the segregated budget:
Central Office .
Bridge Service .
Ferry Service
Lighting Service
Paving Service
Sewer and Sanitary Division
Street Cleaning and Oiling Service
Sewer Service ....
Water Division ....
Total
$86,050 08
392,231 45
424,248 94
715,892 06
1,154,341 44
1,145,449 36
865,852 38
472,543 82
1,162,222 48
56,416,832 01
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 1916. (Paving Service.)
Amount expended during the year
$449,280 84
Third. — Loan inside the debt limit under the pro-
visions of chapter 426 of the Acts of 1897, as amended
by chapter 204 of the Acts of 1908, from which all sewer-
age works are now built. (Sewerage Works — Sewer
Service.)
Balance February 1, 1919
Loan
Total
Expended during the year
Balance January 31, 1920
$161,967 57
1,000,000 00
11, 161,967 57
818,306 36
,661 21
* Paid by Bridge Service and included in that appropriation.
Public Works Department. 7
Fourth. — Unexpended balance of loan under the pro-
visions of chapter 383 of the Acts of 1903, as amended
by chapter 485 of the Acts of 1907, by chapter 514 of the
Acts of 1908, by chapter 612 of the Acts of 1911, and by
chapter 348 of the Acts of 1912, which provided 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. (Separate
Systems of Drainage — Sewer Service.)
Balance February 1, 1919 $1,276 32
Expended during the year 1,262 10
Balance January 31, 1920
$14 22
Fifth. — Unexpended balance of loan, inside the debt
limit, under the provision of chapter 312 of the Acts of
1911, for the installation of a High Pressure Fire Service.
(Water Division.)
Balance February 1, 1919
Expended during the year ....
Balance January 31, 1920
$179,700 24
*101,178 18
$78,522 06
Special Appropriations.
Loan inside the debt limit under the provisions of
chapter 661, Acts of 1912, tor the widening and laying
out of certain streets in Boston. (Paving Service.)
Expended during the year on:
Belgrade avenue extension and Beech street
widening $55,092 66
"("Chelsea street, Charlestown, widening . . 1,360 89
Hyde Park avenue, widening .... 1,545 53
fNorfolk street, Dorchester, widening . . 594 43
Total
Bridges, Repairs, Etc
Balance, February 1, 1919. .
Appropriations from taxes
Revenue
Total
Expended during the year
Balance January 31, 1920
,593 51
(Bridge Service.)
$228,019 25
54,500 00
13,994 58
,513 83
141,258 61
$155,255 22
* Total expended to January 31, 1920, $921,477.94.
t See, also, Highways, Making of, detail.
8 City Document No. 26.
Brookline Avenue Bridge. (Bridge Service.) •
Balance February 1, 1919 $12,502 31
Expended during the year 11,575 41
Balance January 31, 1920 $926 90
Chelsea Bridge South. (Bridge Service.)
Balance February 1, 1919 $18,797 39
Expended during the year 2,494 35
Balance January 31, 1920 . . . $16,303 04
Granite Avenue Bridge. (Appropriation from Taxes —
Bridge Service.)
Appropriation $2,333 49
Expended during the year 1,979 11
Balance January 31, 1920
$354 38
North Beacon Street Bridge. (Bridge
Service.)
Loan, October 22, 1919
Transfers to
$69,000 00
545 15
Total
Expended during the year
$69,545 15
$69,545 15
Ferryboats, Repairs, Etc. (Ferry
Service.)
Balance February 1, 1919
Appropriation for taxes
Transfer from Reserve Fund ....
$27,280 67
35,000 00
15,000 00
Total
Expended during the year
$77,280 67
49,376 67
Balance January 31, 1920 ....
$27,904 00
Granolithic Sidewalks. (Paving Service.)
Balance February 1, 1919
Appropriation from taxes
$7,089 09
25,000 00
Total ' .
Expended during the year
$32,089 09
28,404 93
Balance January 31, 1920 ....
$3,684 16
Public Works Department. 9
Reconstructing and Repairing Streets by Contract.
(Paving Service.)
Balance February 1, 1919 $1,043,767 47
Appropriation from taxes 752,499 70
Total $1,796,267 17
Expended during the year 1,421,879 66
Balance January 31, 1920 .... $374,387 51
Street Improvements. (Paving Service.)
Balance February 1, 1919 $26,209 81
Appropriation from taxes 250,000 00
Total $276,209 81
Expended during the year 248,983 82
Balance January 31, 1920 . . . . $27,225 99
*Sea Wall, Etc., Roxbury Canal. (Bridge Service.)
Loan issued $10,000 00
Expended during the year 3,414 70
Balance January 31, 1920 . . . $6,585 30
Service Mains and Relaying Mains. (Water Service.)
Balance February 1, 1919 . . . . . $3,487 83
Expended during the year 3,487 83
Strand way and Old Harbor Improvement.
(Bridge Ser
Balance February 1, 1919
Transfer to ...
Total
Expended during the year
vice
,288 41
249 54
,537 95
f 98,287 95
Balance January 31, 1920 . . . $250 00
* Loan authorized but not issued $330,000.00.
t The cost of sewerage works on this work charged to the appropriation for Sewerage
Works. Cost to January 31, 1920, $368,928.38.
10
City Document No. 26.
Expenditures Under the Maintenance Appropriation of
From February I, 1919,
Group and Item.
Central.
Bridge.
A. Personal Service as per Schedule A:
1. Permanent employees
2. Temporary employees
3. Unassigned
B. Service Other than Personal:
1. Printing and binding
2. Postage
3. Advertising and posting
4. Transportation of persons
5. Cartage and freight
6. Hire of teams and auto trucks
7. Heat
8. Light and power
9. Lighting streets, alleys and parks. .
10. Rent, taxes and water
11. Insurance
12. Premium on surety bond
13. Communication
14. Motor vehicle repairs and care
15. Motorless vehicle repairs
16. Care of horses
17. Care of persons
18. Cleaning
19. Removal of ashes, dirt and garbage.
20. Disposal of ashes, dirt and garbage.
21. Removal of snow
22. Medical
23. Veterinary
24. Blacksmith
25. Examinations
26. Protective and preventive
27. Testing materials and supplies
28. Expert and architect
29. Stenographic, copying and indexing.
30. Religious
31. Extermination of insects
32. Towing
$75,206 96
$265,909 68
5,276 35
5,172 20
981 45
194 09
200 22
6 00
24 10
520 02
25 00
133 08
88 60
574 34
8 73
123 99
9,018 02
158 86
174 16
1,442 46
627 50
17 65
989 10
36 00
Public Works Department.
11
the Several Services bv Items of the Segregated Budget,
to January 31, 1920.
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer.
Water.
Totals.
$6,582 06
$711,688 64
$574,156 98
$520,498 82
$245,522 06
534 00
5,901 47
121 05
205 06
30 90
1,370 11
81 18
448 45
156 86
2,485 24
$589,913 78
10,447 12
162 10
598 61
219 00
3,917 01
175 82
499 55
1,788 44
$3,225,248 80
16,115 81
12,863 27
11,382 24
750 00
125 98
40 60
46 70
2 85
115,547 99
26,051 17
75,957 97
2,397 14
25 00
486 05
45 45
854 26
40 32
25,267 76
166 20
14 60
81 18
1,874 81
101,098 34
1,938 07
490 05
13 20
7,136 76
2,462 27
247,116 46
156 86
1,318 52
3,738 50
42S 58
23,623 69
702,292 94
702,292 94
2,841 34
1,020 00
3,672 44
714 00
1,385 85
9,792 49
9 00
1,502 54
2,617 86
464 28
3 00
700 29
1,184 46
1,660 22
12 50
1,497 91
3,248 21
94 07
111 32
10 00
400 11
657 66
4,049 54
8,031 30
685 94
1,305 33
79 19
5,487 98
14,767 99
10,494 97
627 50
145 85
108 90
240,806 72
138,652 49
106 95
63,212 79
25 00
30 20
63,758 34
240,842 22
116 40
16,923 45
155 50
283 00
1,245 24
669 50
139,438 39
16,923 45
68 00
403 27
19 58
279 00
204 14
6 44
39 00
337 63
31 50
960 91
2,597 99
1,084 215
1,120 26
303 00
328 00
1,050 00
1,260 00
12
City Document No. 26.
Expenditures Under the Maintenance Appropriation of the
Group and Item.
Central.
Bridge.
Ferry.
B. Service Other than Personal:
34. Jurors
$10 00
$28 00
20 00
$15 00
38. Burial
96 39
45,109 83
9 25
106 50
56,326 49
C. Equipment:
2. Machinery
3. Electrical
4. Motor vehicles
592 78
4,368 34
5. Motorless vehicles
6. Stable
7. Furniture and fittings
80 71
9. Office
315 00
10. Library
11. Marine
271 32
12. Medical, surgical, laboratory
13. Tools and instruments
746 81
3,381 39
14. Live stock
15. Sanitary
16. Wearing apparel
17. General plant
735 51
1,410 38
182 36
3,615 42
7 00
D. Supplies:
1. Office
1,251 61
922 98
2. Food and ice
54 90
3. Fuel
86,815 87
4. Forage and animal
5. Medical, surgical, laboratory
6. Library
7. Veterinary
8. Laundry, cleaning, toilet
1 32
62 55
704 27
10. Agricultural
Public Works Department.
Several Services by Items of the Segregated Budget. — Continued.
13
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer.
Water.
Totals.
$20 00
$563 00
65 00
16 00
$24 00
$564 00
$105 86
7 00
$462 40
10 00
19 11
$1,777 26
117 00
35 11
4,536 15
7,222 30
328 80
4,698 16
960 56
3,571 64
15 76
3,601 25
15,123 78
36 90
174 05
255 37
20,180 51
55 55
1,071 70
8,851 01
153,127 65
446 26
2,980 20
12,631 86
9,106 38
5,725 00
6,060 72
11,785 72
143 69
11,196 23
143 69
196 13
3,250 96
530 40
1,860 00
688 2.1
8 00
4,705 26
2,828 01
853 76
2,892 43
12 00
361 64
27,732 53
4,700 01
lk094 73
65 75
33 87
195 74
3,032 21
350 20
24 08
339 08
12 00
12 00
271 32
7,239 67
1,685 89
7,238 44
1,062 54
20,871 92
42,226 66
472 81
83 49
5,828 49
4S 98
10,678 13
27,293 15
21 24
6 50
2,017 82
40 83
2,813 50
46,978 57
45 44
1,114 70
1,443 89
32 22
764 06
54,523 28
585 48
2,359 68
1,942 37
95 60
79,261 39
3,757 20
0 75
ISO 75
421 S3
7,042 03
4 45
3,898 15
8,896 32
1,305 72
4,728 71
142 25
22,001 82
459 34
231,879 81
141,448 52
0 75
204 7C
313 71
369 79
34 03
163 34
115 13
4 34
105 38
742 23
222 47
1,558 86
14
City Document No. 26.
Expenditures Under the Maintenance Appropriation of the
Group and Item.
Central.
Bridge.
Ferry.
D. Supplies:
$476 48
$1,221 72
12. Military
1 60
$133 45
14. Marine
1,064 44
182 26
3,746 20
E. Materials:
33 66
33,482 74
16,165 38
6. Water
487 83
419 10
10. Electrical
651 09
11. Marine
7 73
131 23
12 79
F. Special Items:
6. Military
5,561 27
8,610 06
8. State and military aid, soldiers' relief and
10. Mothers' aid
11. Workingmen's compensation
742 00
48 00
12. Contracts for construction where money is
14. R. Wilson's Emergency Fund
G. Incidental Expenditures to Cover Contingen-
cies Other than Personal Service:
1. Probation officers' expenses
Totals
$79,909 15
$389,520 57
$436,687 75
Public Works Department.
Several Services by Items of the Segregated Budget. — Concluded.
15
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer. Water.
Totals.
$243 71
$1,704 30
$382 95
$2,690 61
$1,627 04
1
$6,528 05
$14,874 86
78 46
110 55
85 25
161 68
11 20
582 19
3,588 54
2,766 08
202,050 99
589 79
211 86
2,076 63
46 15
38,037 74
4,479 62
1,966 16
1,603 29
136 45
17,148 51
5,342 62
240,088 73
33,482 74
16,165 38
6,422 06
6,422 06
127,596 36
127,596 36
487 83
83 67
56 14
526 06
687 38
2,423 44
11,112 76
14,998 38
12,092 13
1,357 99
2,506 98
42,219 99
20,370 77
20,370 77
360 00
40,751 65
19,049 12
13,340 24
15,513 19
30,397 89
133,583 42
1,669 21
7,745 05
3,461 42
1,722 00
1,603 14
110,417 82
8,000 00
16,990 82
110,417 82
8,000 00
$7 14,821 55
§1,117,867 2S
$1,194,581 65
$821,006 26
$472,713 49
$1,010,634 32
$6,237,742 02
16
City Document No. 26.
Expenditures Under the Maintenance Appropriation of
From February I, 1919,
Central.
Bridge.
Ferry.
$9,000 00
$3,750 00
$1,250 00
3,384 74
48,552 25
2,959 25
931 10
2,750 00
11,919 83
6,416 31
5,076 12
1,419 03
3,205 00
4,214 34
3,291 96
691 14
1,218 00
3,669 72
5,290 00
312 00
1,795 00
Cashiers
1,829 56
23,396 47
179,839 21
Deckhands
28,564 07
Engineers (steam)
22,062 89
Electricians
1,552 50
1,567 80
19,013 33
2,541 35
Public Works Department.
17
the Several Services by Items of the Segregated Budget,
to January 31, 1920.
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer.
Water.
Totals.
$9,000 00
$1,250 00
$3,750 00
368 32
$1,665 36
$1,667 67
$1,666 64
1,778 68
$.5,000 00
3,500 00
19,999 67
5,640 00
,3,384 74
2,827 33
18,761 84
1,700 07
2,823 53
58,957 81
2,268 18
137,513 18
2,268 18
300 00
4,656 29
3,081 73
4,074 07
1,472 18
21,128 98
5,639 80
698 58
1,453 88
300 00
5,774 96
453 04
2,734 40
2,266 03
28,217 64
20,125 16
36,967 68
10,979 00
3,082 61
4,255 56
2,388 93
44,955 99
36,080 08
13,033 69
16,140 15
7,546 17
2,504 73
61,412 04
14,015 12
52,307 88
18,295 60
213,732 16
58,075 68
23,390 58
65,271 18
1,453 88
1,533 00
1,533 00
3,291 96
473 00
4,832 00
1,164 14
3,244 50
3,486 00
4,851 00
12,989 44
36,222 94
3,669 72
1,388 49
1,388 49
1,795 00
1,829 56
1,725 88
689 66
2,415 54
8,900 37
8,900 37
23,396 47
179,839 21
28,564 07
15,190 55
8,592 66
1,477 96
1,484 00
1,567 80
14,643 00
2,754 00
47,330 10
6,166 06
14,643 00
4,139 92
6,893 92
1,575 00
1,575 00
19,013 33
1,829 56
3,996 16
8,367 07
18
City Document No. 26.
Expenditures Under the Maintenance Appropriation of the
Central.
Bridge.
Ferry.
Janitresses
Joiners
Laborers, janitors, teamsters, watchmen, stablemen, etc
Mechanics
Masons
Meter readers
Medical inspectors
Oilers and firemen
Pipe layers
Quartermasters
Sealers
Sewer gatemen, cleaners and flushers
Supervisors
Storekeepers '
Superintendent and deputy
Stockkeepers
Telephone operator
Tollmen
Veterinarian
Wharfingers
Weighers
Wharfmen
Yardmaster
Yardmen
$12,951 00
22,300 75
$4,697 00
1,689 00
14,941 25
19,824 50
106 67
83 34
59,009 67
16,283 52
$854 15
4,849 17
Permanent
Temporary
Overtime
Other departmental work .
$75,206 96
16,587 81
$266,009 68
5,276 35
5,172 20
1,184 97
$235,769 62
10,305 46
2,140 50
Totals .
$75,206 96
$276,358 23
$248,215 58
Public Works Department.
19
Several Services by Items of the Segregated Budget. — ■ Concluded.
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer.
Water.
Totals.
$4,697 00
1,689 00
$418,235 46
141,165 18
$434,030 91
41,835 48
$436,486 02
$78,377 94
14,240 81
14,851 55
$195,145 74
89,599 32
2,908 15
29,469 28
500 00
1,590,168 32
328,966 04'
17,759 70
29,469 28
333 32
1,458 33
547 19
83 33
42,505 50
3,172 18
101,515 17
50,919 84
50,919 84
16,283 52
2,436 00
2,436 00
14,640 87
14,640 87
2,439 59
1,745 12
1,812 24
828 36
12,528 63
•
1,286 73
2,541 35
1,286 73
5,849 00
2,444. 49
847 00
8,390 35
1,219 53
4,848 99
847 00
16,587 81
541 61
437 49
3,870 01
3,686 23
3,230 50
1,114 17
218 33
479 16
2,790 76
3,870 01
1,083 21
4,769 44
3,230 50
3,115 56
6,625 00
3,115 56
3,189 50
9,814 50
$6,582 06
$711,688 64
$574,156 98
$520,498 82
$245,522 26
534 00
4,008 55
1,892 92
$589,913 78
$3,225,248 80
16,115 81
5,338 03
7,525 24
9,389 41
1,992 83
10,089 70
15,961 47
9,245 81
3,201 31
45,384 20
30,573 77
$6,582 06
$724,551 91
$585,539 22
$546,549 99
$251,957 73
$602,360 90
$3,317,322 58
20
City Document No. 26.
Financial Statement of the Public Works Department, Maintenance, February 1,
1919, to January 31, 1920.
Divisions and Services.
Appropria-
tions,
1919-20.
Transfers
to.
Transfers
from.
Total
Credits.
Expenditures, 1 T^ncM.
1919-20. JanS31'
$84,050 08
392,231 45
424,248 94
715,892 06
1,154,341 44
1,145,449 36
865,852 38
472,543 82
1,170,222 48
$84,050 08
389,520 57
436,687 75
715,892 06
1,133,757 51
1,197,563 30
833,738 44
474,217 32
1,170,222 48
$79,909 15
389,520 57
436,687 75
714,821 55
1,117,867 28
1,194,581 65
821,006 26
472,713 49
1,010,634 32
$4,140 93
$54 25
12,438 81
$2,765 13
1,070 51
20,583 93
15,890 23
52,113 94
2,981 65
Street Cleaning and Oiling
32,113 94
12,732 18
1,673 50
1,503 83
159,588 16
Totals
$6,424,832 01
$66,280 50
$55,463 00
$6,435,649 51
$6,237,742 02
*$197,907 49
* Balances transferred to City Treasury.
The expenditures under the several appropriations
(for the different services) for the year 1919-20 were as
follows :
Divisions and Services.
Current
Expenses.
Special
Appropria-
tions.
Total
Expenditures.
Balances,
January 31,
1920.
$79,909 15
389,520 57
436,687 75
714,821 55
1,117,867 28
1,194,581 65
821,006 26
472,713 49
1,010,634 32
$79,909 15
619,787 90
486,064 42
714,821 55
3,325,010 04
1,194,581 65
821,006 26
1,292,281 95
1,014,122 15
101,178 18
98,287 95
$4,140 93
$230,267 33
49.376 67
179,424 84
27,904 00
1,070 51
2,207,142 76
421,187 89
2,981 65
Street Cleaning and Oiling
12,732 18
819,568 46
3,487 83
101,178 18
98,287 95
345,179 26
159,588 16
78,522 06
Strandway and Old Harbor
250 00
Totals
$6,237,742 02
$3,509,309 18
$9,747,051 20
$1,232,981 48
Public Works Department.
21
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City Document No. 26.
Revenue.
Collected by City Collector on Account of the Public Works
Department and Credited to General Revenue,
as per City Auditor.
Sale of old material .
Removal of dead horses .
Rent
Ferry Service:
Tolls
Rents
Commission on telephones
Cleaning booth .
Free ferries, July 4 .
Lighting Service: .
Lighting bridges
Paving Service :
Sidewalk assessments
Permits
Labor and materials .
Sale of materials
Inspectors' services
Labor and Material (chapter 10
Revised Ordinances, 1914)
Removing dead horse
Settlement of suit, Working
men's Compensation Act
Damage to sidewalk .
Use of mixer
Wharfage ....
Rents
Sanitary Service:
Tickets for the collection of
waste
Sale of manure .
Removal of dead horses
Removing ashes
Board of horses .
Labor and material .
Horse killed
Tickets redeemed
Street Cleaning and Oiling Service:
Cleaning farmers' market .
Removal of dead horses .
$25 00
6 00
90 00
1,461 23
939 67
114 47
48 00
1 00
,123 46
13,497 58
3,096 80
4,761 54
3,765 00
987 05
3 00
500 00
7 99
89 61
55 00
141 00
,236 52
813 13
109 00
4 07
76 50
211 54
200 00
27 60
$958 13
24 00
$121 00
96,564 37
2,074 91
43,028 03
83,678 36
Carried forward
13 $225,466 67
Public Works Department.
23
Brought forward
Rent
Oiling .
Gravel
Sewer Service:
Labor and materials
Entrance fees
Refund on coal
Sale of plans
Sale of hay .
Rent
Disposal of sewage
Assessments
Sale of old material
Refund of salary
Water Service:
Water rates, 1920, $59,462 18
Water rates, prior, 3,185,080 39
$982 13
200 00
'78 14
30 00
$409 62
3,903
60
519
95
10 00
15
00
10
00
5,869
36
33
24
10
00
5
33
$225,466 67
1,290 27
10,786 10
- $3,244,542 57
Fees
4,553 26
Off and on .
1,094 00
Labor and materials .
16,568 81
Fire pipes ....
15,351 41
Service pipes
11,874 90
Sale of merchandise .
208 39
Sale of materials
2,489 45
Interest on deposits .
483 07
Testing meters .
53 57
Damage to hydrants
49 43
Sale of gasolene .
32 34
Removing dead horses
9 00
Rent of conduit
200 00
Sale of yacht
216 20
Forfeiture on contract
300 00
Board of horse .
627 50
o one acq on
0,6u0)\J00 VVJ
$3,536,196 94
24
City Document No. 26.
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xMarch 19, 1914.
March 19, 1914.
Dec. 7, 1914.
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Boston Consolidated Gas Company. . . .
Boston Consolidated Gas Company ....
The Edison Electric Illuminating Co. . .
O
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l, ', », i, Furnishing gas for street lighting purposes for
a period of ten years from April 1, 1914,
until March 31, 1924, inclusive.
'i'i "V. 5, Lighting the streets, parks and alleys (except
streets in Charlestown and Hyde Park)
with gas for a period of ten years, from April
1, 1914, until March 31, 1924, inclusive.
', " Lighting the streets, parks and alleys with
electricity (except streets in Charlestown
and including Charlestown if said com-
pany shall purchase the electric distribu-
tion system located therein) for a period
of ten years, from December 7, 1914,
until December 6, 1924, inclusive.
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28
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City Document No. 26.
The following table shows the snowfall and rainfall
since 1913:
Snowfall (inches).
Month.
1913.
1914.
1915.
1916.
1917.
1918.
1919.
0.3
7.7
0.5
1.4
10.3
20.6
5.2
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5.1
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0.2
6.7
4.8
30.3
33.0
4.2
0.7
9.5
13.1
8.9
12.9
9.1
2.2
7.0
13.8
5.7
12.8
4.2
T.
8.4
4.1
6.2
2.4
0.2
0.9
4.1
2.9
Totals
10.8
42.2
25.1
82.5
53.2
44.9
15.8
Rainfall (inches).
Month.
1913.
1914.
1915.
1916.
1917.
1918.
1919.
2.38
2.99
4.81
4.77
3.22
0.64
2.69
2.86
2.51
6.04
2.15
3.05
3.26
3.07
4.16
5.87
2.78
1.40
2.64
3.20
0.21
1.54
2.72
3.46
6.33
3.47
T.
1.86
1.64
1.39
8.85
5.63
0.69
2.82
2.14
3.94
1.23
5.18
3.20
4.51
2.83
5.04
5.67
2.19
1.90
0.94
1.67
3.00
2.82
2.67
3.73
2.72
4.45
4.05
1.10
7.06
1.91
5.33
0.59
2.56
3.11
2.30
3.19
3.08
1.99
1.94
2.64
1.56
9.19
0.99
1.20
3.21
3.62
2.66
4.11
2.33
4.25
1.08
4.63
5.07
5.83
2.13
5.36
1.63
Totals
38.11
34.31
38.76
37.36
38.99
34.40
42.70
In this rainfall is included the precipitation during the winter months, which equals
one tenth of an inch to one inch of snowfall.
Public Works Department.
65
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Public Works Department. 67
Streets laid out or discontinued by the Street Com-
missioners during the year show:
Asphalt increased 0.22 mile or 2,967 square yards.
Granite block increased 0.04 mile or 485 square yards.
Bricked increased 0.00 mile or 33 square yards.
Topeka increased 0.18 mile or 2,793 square yards.
Macadam decreased 0.06 mile or 812 square yards.
Gravel increased 2.26 miles or 32,892 square yards.
Not graded increased 0.05 mile or 10,041 square yards.
Corrections on account of revision and other causes
show:
Asphalt decreased 0.00 mile or 166 square yards.
Granite block decreased 0.02 mile or increased 12,808 square yards.
Wood block increased 0.00 mile or 181 square yards.
Plank on bridges increase 0.02 mile or 453 square yards.
Bitulithic increased 0.04 mile or 524 square yards.
Topeka decreased 0.04 mile or 616 square yards.
Macadam decreased 0.01 mile or increased 94 square yards.
Gravel decreased 0.03 mile or increased 26 square yards.
Not graded decreased 0.01 mile or increased 342 square yards.
• Public streets laid out or discontinued by the Street
Commissioners during the year show pavements
increased 2.69 miles or 48,399 square yards.
Corrections to previous measurements on account of
revision and other causes show pavements decreased 0.05
mile or increased 13,646 square yards.
Total net increase 2.64 miles or 62,045 square yards.
The rate of increase from year to year is shown in the
following table :
1859 111.50 1887 390.30 1904 500.39
1871 201.32 1888 392.72 1905 502.20
1872 207.40 1889 397.84 1906 502.80
1873 209.24 1890 404.60 1907 510.04
1874 313.90 1891 409.60 1908 511.60
1875 318.58 1892 434.59 1909 514.28
1876 327.50 1893 443 34 1910 518.63
1877 333.20 1894 447.65 1911 521.21
1878 340.39 1895 452.12 1912 5bl.36
1879 ..345.19 1896 456.11 1913 567.51
1880 350.54 1897 459.12 1914 572.85
1881 355.50 1898 471.19 1915 584.55
1882 359.85 1899 479.47 1916 593.62
1883 367.99 1900 489.55 1917 596.19
1884 374.10 1901 491.85 1918 601.12
1885 379.60 1902 496.90 1919 60107
1886 383.55 1903 499.85 1920 603.71
68 City Document No. 26.
The following changes in pavement were made during
the year:
0.03 mile or 521 square yards asphalt changed to granite block.
0.13 mile or 3,537 square yards asphalt changed to wood block.
0.05 mile or 873 square yards asphalt changed to bitulithic.
0.00 mile or 74 square yards asphalt changed to Topeka.
0.38 mile or 7,467 square yards granite block changed to asphalt.
0.73 mile or 12,865 square yards granite block changed to wood block.
0.56 mile or 11,006 square yards granite block changed to bitulithic.
0.16 mile or 4,658 square yards granite block changed to Topeka.
0.00 mile or 4 square yards wood block changed to asphalt.
0.05 mile or 1,148 square yards wood block changed to granite block.
0.00 mile or 12 square yards wood block changed to bitulithic.
0.00 mile or 4 square yards wood block changed to Topeka.
0.00 mile or 232 square yards plank on bridges changed to granite block
0.06 mile or 1,060 square yards plank on bridges changed to wood block.
0.00 mile or 179 square yards brick changed to asphalt.
0.00 mile or 467 square yards brick changed to wood block.
0.03 mile or 672 square yards Hassam concrete pavement changed to
concrete.
0.00 mile or 8 square yards bitulithic changed to asphalt.
0.00 mile or 69 square yards bitulithic changed to granite block.
0.00 mile or 7 square yards Topeka changed to asphalt.
3.03 miles or 54,756 square yards macadam changed to asphalt.
1.46 miles or 49,535 square yards macadam changed to granite block.
0.02 mile or 2,480 square yards macadam changed to wood block.
1.75 miles or 40,714 square yards macadam changed to bitulithic.
3.19 miles or 57,121 square yards macadam changed to Topeka.
0.13 mile or 1,405 square yards macadam changed to gravel.
1.59 miles or 25,165 square yards gravel changed to asphalt.
0.28 mile or 2,878 square yards gravel changed to granite block.
0.00 mile or 31 square yards gravel changed to wood block.
0.22 mile or 3,438 square yards gravel changed to bitulithic.
0.63 mile or 8,252 square yards gravel changed to Topeka.
2.58 miles or 38,513 square yards gravel changed to macadam.
0.36 mile or 6,297 square yards not graded changed to asphalt.
0.00 mile or 824 square yards not graded changed to granite block.
0.00 mile or 146 square yards not graded changed to plank on bridges.
0.05 mile or 885 square yards not graded changed to bitulithic.
0.00 mile or 665 square yards not graded changed to Topeka.
0.00 mile or 1,401 square yards not graded changed to macadam.
0.12 mile or 5,465 square yards not graded changed to gravel.
List of Personal Property on Hand January 31, 1920,
and Estimated Value of Same, Allowing For Depre-
ciation.
Central Office.
1 automobile $1,000 00
2 robes 20 00
Office supplies 500 00
$1,520 00
Bridge Service.
5 robes $15 00
2 automobiles 1,000 00
Carried forward $1,015 00
Public Works Department.
69
Brouaht forward
$1,015 00
3 auto trucks . 4,200 00
Supplies, tools and machinery .... 9,500 00
$14,715 00
Ferry Service.
7 ferryboats . $173,588 00
Supplies, tools and machinery .... 20,000 00
$193,588 00
Lighting Service.
9,728 lamp-posts . $97,280 00
300 lamp brackets .
300 00
2 automobiles
400 00
1 robe ..
10 00
1 typewriter
50 00
$98,040 00
Paving Service.
1 large concrete mixer . . . $2,700 00
5 small concrete mixers
1,800 00
3 bituminous mixers .
9,000 00
224 harnesses .
2,240 00
7 automobiles
2,500 00
247 blankets .
247 00
23 buggies
345 00
13 pungs
260 00
7 sleighs
70 00
13 jiggers
520 00
26 wagons .
1,040 00
12 street watering
carts
i
1,800 00
8 road scrapers
2,400 00
90 dump carts
8,100 00
105 horses
26,250 00
13 snow levelers
390 00
6 section rollers
240 00
9 steam rollers
13,500 00
32 desks
320 00
1,002 picks
501 00
1,778 shovels
889 00
8 scarifiers .
2,400 00
Supplies, tools, machinery, surveying instruments,
engineers' supplies, etc 65,000 00
$142,512 00
70
City Document No. 26.
Sanitary Service
3 automobiles
3 auto trucks .
297 horse blankets
17 buggies
225 carts
201 shovels
228 harnesses
154 horses .
72 wagons
21 desks
6 sleighs .
74 pungs and sleighs
Supplies, tools, machinery, etc
Street Cleaning and Oiling Service
8 automobiles and 3 trucks
142 carts ....
12 buggies
37 street watering carts .
18 wagons
233 harnesses
162 horses
43 street sweeping machines
11 flushing machines
121 push carts
951 street sweeping brooms
465 shovels
556 picks
16 snow ploughs and 6 road machines
1 Elgin street sweeping machine
Supplies, tools, machines, etc .
Sewer Service.
481 picks
7 automobiles
1 truck
27 horses .
25 wagons
8 buggies
17 carts
42 harnesses
50 blankets
7 sleighs .
Carried forward
$1,000 00
500 00
297 00
425 00
22,500 00
100 00
4,560 00
38,500 00
7,200 00
210 00
60 00
1,480 00
36,000 00
$112,832 00
$3,000 00
14,200 00
240 00
3,700 00
1,440 00
4,660 00
40,500 00
6,450 00
4,400 00
1,210 00
951 00
232 00
278 00
3,300 00
2,400 00
18,000 00
$104,961 00
$240
00
2,100
00
300
00
6,750
00
1,250
00
160
00
1,360
00
420
00
50
00
70 00
$12,700 00
Public Works Department.
71
Brought forward .
$12,700 00
319 shovels ....
159 00
Derricks, centrifugal pumps, dynamo, boilers
>
engineers' tools, machinery, instruments anc
I
379,000 00
$391,859 00
Water Service.
1 motor cycle ....
$50 00
13 automobiles and 20 trucks
16,400 00
24 horses ....
6,000 00
29 wagons ....
1,450 00
6 buggies ....
120 00
4 sleighs ....
60 00
11 pungs ....
110 00
Shovels, picks and miscellaneous stock, consisting
of all kinds and sizes of iron water pipe, meters
»
hydraulic machinery, boiler, etc.
360,000 00
$384,190 00
72
City Document No. 26.
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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
Number of men called
Number of men certified ....
Number of men appointed ....
Provisional appointments made permanent
Promotions allowed
Reinstatements allowed ....
Number of men discharged ....
Number of men resigned ....
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
Number of Civil War retired veterans died
Number of retired laborers died
22
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The records of the department show that there are
now 3,083 persons eligible for employment in the several
divisions and of that number 2,972 were upon the
January, 1920, payrolls.
* One hundred twenty-one of these men were on the eligible list February 1, 1919.
Public Works Department.
85
Grade and Number of Employees.
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86 City Document No. 26.
Grade and Number of Employees. — Continued.
Sekvices.
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29
8
25
12
19
13
1
1
1
3
9
1
28
1
86
1
3
25
90
1
9
26
2
1
3
12
12
3
18
12
12
49
49
1
1
16
16
1
1
2
2
11
11
192
55
618
329
100
218
161
3
450
2,126
Public Works Department.
Grade and Number of Employees. — Concluded.
87
Services.
Title.
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329
100
218
1
161
192
2
3
450
2,126
3
1
2
16
1
2
1
1
4
1
18
2
2
5
3
1
29
35
1
1
5
27
3
103
1
59
8
387
212
3
18
1
687
1
12
12
1
1
1
1
1
13
1
1
1
19
....
13
3
4
3
S
7
5
4
12
66
4
3
8
7
3
7
6
30
Totals
56
746
368
556
478
175
204
4
496
3,083
88
City Document No. 26.
Comparative Table Showing the Number of Employees Actually
Employed February 1, 1919, and February 1, 1920.
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February 1, 1919
45
201
179
4
741
477
322
459
486
2,914
February 1, 1920
45
200
174
4
722
525
359
460
483
2,972
February 1, 1919.
February 1, 1920.
Total Eligible Force.
50
217
178
4
767
533
353
473
514
56
204
175
4
746
556
368
478
496
3,089
3,083
Table of Employees Showing Appointments, Transfers, Resignations, Retirements, Deaths, Etc.,
During the Year.
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Services,
1919-20.
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Central Office
Bridge
*56
204
175
S
6
8
2
3
2
i
2
4
767
533
4
746
556
15
6
3
2
4
30
27
31
1
23
24
3
3
7
8
Sanitary
69
5
1
3
22
3
473
Street Cleaning
47S
26
1
8
4
5
1
3
15
8
G
4
353
514
368
496
31
3
2
9
16
1
11
56
13
1
10
126
50
1
3,089
3,083
129
9
9
104
* Includes eight Central Office employees who are paid on Water Service pay roll.
Respectfully submitted,
T. F. Sullivan,
Commissioner of Public Works.
PART II.
APPENDICES.
APPENDIX A.
Central Office.
Appropriation
$84,050 08
Expenditures from Februarj^ 1, 1919,
to January
31, 1920
79,909 15
Unexpended balance transferred to City Treasury,
$4,140 93
Expenditures
Salary, commissioner
$9,000 00
Salaries of clerks, stenographers, etc.
.
64,988 96
Automobile expense:
Wage of chauffeur
$1,218 0
Gasolene
383
69
Storage
96
00
Repairs
441
10
Tires and tubes, new and repairs,
550
68
Supplies ....
61
58
Oil, grease, etc
63
96
Registration
10
00
2,825 01
1,886 41
Printing
Stationery
131 86
Wales adding machine
315 00
Books, papers, etc
185 92
Atlasses
75 00
Expert services, investigating leases
25 00
Postage
161 15
Telephone tolls and rentals
19 55
Travel expense, car fares, etc.
200 22
Inspection and repairs to typewriters
and adding
machine
87 75
Premium on surety bond
6 00
Soap
1 32
$79,909 15
92 City Document No. 26.
APPENDIX B.
REPORT OF THE DIVISION ENGINEER OF THE
BRIDGE AND FERRY DIVISION.
Boston, February 1, 1920.
Mr. Thomas F. Sullivan,
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 ending January 31,
1920. The expenditures of the division in the regular
maintenance appropriations of the department were
$826,208.32. Under a number of special appropriations
$377,931.95 was expended, making the total expenditure
for the year, $1,204,140.27.
Bridge Service.
Apportionment of Cost of Bridges between Boston and
Chelsea. — ■ The city of Revere paid $34,448.99 as its
share toward the construction and maintenance costs on
Chelsea Bridge North and Chelsea Bridge South. The
city of Chelsea has not yet paid anything towards its
share of the cost.
Ashland Street Bridge. — ■ This bridge was built in
1875, is in very poor condition and should be rebuilt.
Clarendon Street Bridge, Proposed (over New York,
New Haven & Hartford Railroad and Boston & Albany
Railroad.) — There has been some difficulty in getting
the necessary buildings torn down but a start has been
made and the bridge should be built during the coming
year.
Prison Point Bridge. — ■ The Boston & Maine Railroad
has started repairs to the corroded steel work, necessita-
ting the removal of flooring. The progress has been
slow.
West Fourth Street Bridge. — The New York, New
Haven & Hartford Railroad has begun repairs on the
Public Woeks Department. 93
corroded ironwork of the bridge, necessitating removal
of the floor, which also needs renewal.
Winthrop Bridge. — Final settlement of the cost of
Winthrop Bridge with the town of Winthrop has not
yet been made, but the matter will probably be adjusted
in the near future.
Recommendations for 1920.
Bridge Service.
Ashland Street Bridge (over the New York, New Haven
& Hartford Railroad) . — This bridge, which was built in
1875, and which is in poor condition, should be rebuilt.
Chelsea Bridge South. — A new bridge should be built
at this location as soon as money can be made available.
Ferry Service.
One or more new ferryboats should be provided dur-
ing the coming year.
94 City Document No. 26.
BRIDGE SERVICE CONSTRUCTION WORK,
1919-20.
Belgrade Avenue Bridge (over New York, New Haven &
Hartford Railroad, West Roxbury).
Belgrade Avenue (formerly Beech street) Bridge has
been entirely rebuilt under an order of the Public
Service Commission, dated May 16, 1918. The order
required that the old superstructure be removed and
that both abutments be rebuilt and relocated, with a
clearance of not less that 31 feet; that the new super-
structure be steel beams encased in concrete, with a
clear headroom of not less than 18 feet; that the road-
way between curb lines be .40 feet in width paved with
granite and two sidewalks of artificial stone to be pro-
vided, not less than 9^ feet wide; that provision be
made for two street car tracks and that the whole be
designed in accordance with the March, 1915, specifica-
tions of the Public Service Commission.
A contract was made with the West Roxbury Trap
Rock Company, approved September 13, 1918, for
building the abutments and superstructure, for the sum
of $43,500.
Work was begun March 10, 1919, and completed
November 24, 1919. While the contract only provided
for the maintenance of foot travel by means of a tem-
porary bridge, during the construction of the new
bridge, arrangements were made between the Boston
Elevated Railway Company by which one line of cars
was kept in service and foot travel maintained over
either the old or new bridge at all times during the
work.
The old abutments, which had a clear opening of
only about 28 feet measured at right angles, were built
of Roxbury pudding stone, laid dry originally, but at a
later date the face joints were filled with mortar as far
as could be done. These abutments were entirely
removed and such of the stone in them as was suitable
was used in a boulder concrete of which the new abut-
ments were built. The new abutments were spaced
31 feet apart measured at right angles at the track
level.
Public Works Department. 95
The north abutment was 81.48 feet long on its face,
with two sloping wing walls, one 18.09 feet long and the
other 20.82 feet long, measured on their faces. The
cross section of the abutment was 11 feet 6 inches wide
at its foundation, stepping back on the face with two
steps each 9 inches wide and 2 feet 6 inches high, leav-
ing a width at the surface of the ground of 10 feet.
From this width it battered back to a width of 4 feet
at the bridge seat, which was 2 feet wide and a parapet
2 feet wide was carried up to the under side of the
pavement, for the roadway, and to the surface at the
sidewalks.
The south abutment was 79.43 feet long on its face
with two sloping wing walls, one 18.09 feet long and the
other 28 feet long. In cross section this abutment was
of the same dimensions as the north abutment.
The bridge consists of twenty-four lines of 15-inch
Bethlehem girder beams, weighing 140 pounds per foot,
35 feet 6 inches long, placed at right angles to the abut-
ments and apaced 24| inches on centers; two lines of
the same sized beams having slightly shorter spans but
greater spacing, and seven lines of beams of the same
depth but weighing 73 pounds per foot, of varying
lengths and spacings, to provide for the skew of the
bridge. One end of the beams resting on an abutment
and the other end being supported by a 30-inch Bethle-
hem girder beam weighing 200 pounds per foot, one
such beam being located at the outside line of each
sidewalk. All these beams are encased in Portland
cement concrete. The spaces between the beams are
filled solid with the same grade of concrete, the concrete
being carried down 3 inches below the lower flange of
the beam and 2 inches above the upper flanges, forming
a reinforced concrete beam 20 inches in depth. The
reinforcement for the lower flange consists of f-inch
diameter rods spaced about 4 inches on centers, with
transverse rods of the same size between the beams
and for the upper flange Clinton welded wire cloth 3-inch
by 16-inch mesh, No. 2 and No. 8 wire being used.
Two lines of chilled cast-iron blast guards, one over
the center of each track are secured to the lower flanges
of the beams . These plates are 24 inches wide and 1
inch thick and are placed so that the exposed face is
flushed with the concrete.
In the roadway on the concrete beam there was laid
a concrete foundation for the granite pavement, carried
96 City Document No. 26.
up to within about 5| inches of its finished surface,
trenches being left for the two street car tracks. In
these trenches a single layer of tarred felt was placed
to break any bond with the concrete which surrounds
the metal track ties and the base of the girder rails;
this was done to enable the tracks to be removed at
any time without disturbing the concrete below.
The entire roadway was covered with a layer of 4-ply
waterproofing, protected by f inch of asphalt mastic,
and on this was laid a 4-inch granite block pavement,
with a thin bed of cement and sand. The joints in the
pavement were filled with Portland cement grout. The
sidewalks were built of concrete and have granolithic
wearing surfaces, and the curbs were also of concrete
protected by metal nosings. In these walks, surrounded
by concrete, were placed the telephone and electric
light wires, ducts for the cables of the Elevated road
and the gas pipes. Wrought-iron handrails are pro-
vided, attached to the girders on the street lines.
Boylston Street Bridge (over Boston & Albany Railroad.)
Necessary repairs to the bracing of the floor system of
this bridge were made during the year. Many of the
strut connections, which were of aluminum alloy made
by the United States McAdamite Company, had failed
through deterioration and other causes, allowing some
of the struts to fall on the railroad tracks. Thirty con-
nections were cut out and replaced with steel plates.
Six new struts were put in to replace those that had
fallen, and the connections covered with concrete as
originally built. The work was done by the day labor
force of the Transit Department.
Broadway Bridge (over New York, New Haven & Hartford
Railroad) .
The work of repairing two spans of this bridge, over
the main line tracks, was begun in 1918 by the Transit
Department. The steel work on these spans was com-
pleted in February, 1919, and the deck and paving,
which was under contract to Michael J. Kelliher, was
completed in April. Fifty-eight steel stringers were
replaced by new ones. Eight floor beams were repaired
and strengthened and several hundred rivets redriven.
Also a number of tie rods were replaced. About 50
Public Works Department. 97
per cent of the yellow pine and spruce timber in the deck
was replaced with new. Michael J. Kelliher's contract
amounted to $7,039.55.
Broadway Bridge (over Boston & Albany Railroad).
The rebuilding of the floor system of this bridge which
was under a contract with the Boston Bridge Works, Inc.,
approved May 18, 1918, was not commenced until
February 26, 1919, owing to the inability of the con-
tractor to obtain material. When the old floor was
wholly removed it was found that the pedestals, under
the ends of the trusses, which were box girders about
3 feet deep and 10 feet long filled with concrete, were
very badly deteriorated. After consideration of several
schemes, it was decided to pump grout under pressure
into the old pedestal until all the voids were filled.
After this a heavy steel casing some 6 inches larger was
built around the old pedestal amd tied through with
1^-inch rods. The space between the old pedestal and
casing then being filled solidly with concrete.
In addition to the new floor system, considerable
strengthening had to be done to the lower part of the
truss members. The new floor beams are 24 inches
by 145 pounds Bethlehem I-beams. These support
the 8-inch by 14-inch and 8-inch by 16-inch yellow pine
kreolited stringers, upon which is laid a 4-inch kreo-
lited tongued and grooved Douglas Fir deck, and on
this a layer of roofing felt, and 3f-inch kreolite wood
block paving with pitch and sand joints. The work
was completed May 24, 1919, at a cost of $56,782.40.
Brookline Avenue Bridge (over Boston & Albany Railroad).
On a joint petition of the City of Boston and the West
End Street Railway Company, the Public Service Com-
mission under date of July 11, 1916, certified that it was
necessary for the security and convenience of the public
that an alteration be made in this bridge and prescribed
the manner and limits of such alteration as follows :
That the present superstructure should be entirely
removed; that the present abutments should remain
unchanged except so far as might be necessary to adapt
them to the new bridge; that the new superstructure
should be a through steel plate girder bridge; that the
clear height of 15 feet from the top of the rails of the
98 City Document No. 26.
railroad to the under side of the bridge should not be
diminished; that the clear roadway between the curb
lines should be 40 feet; that two sidewalks each of a
clear width of not less than 7 feet should be provided;
that the grade of the roadway and the sidewalks should
remain substantially unchanged and that the structure
should be designed in accordance with the specifications
of the Public Service Commission for bridges carrying
street railways. Later all parties at interest agreed
that the City of Boston should rebuild the bridge.
Plans were accordingly prepared and a contract made
with Michael Meehan of Boston for doing the work,
approved May 7, 1917. No work was done, however,
at the site of the bridge until the middle of May, 1918,
this delay being due primarily to the difficulty in obtain-
ing structural steel and to the congestion in rail trans-
portation, both brought about by war conditions. From
this date the work was carried on so that about February
20, 1919, the roadways were opened to vehicle travel
and the whole work completed with the exception of
some minor details on August 31, 1919.
The bridge as built consists of two through steel
plate girders, each 89 feet 3 inches long, back to back of
end stiffeners, and 10 feet and \ inch deep, back to back
of flange angles, placed 43 feet 8 inches apart, center to
center.
The bridge is 60 feet wide, center to center of fences,
and provides one roadway 40 feet in the clear and two
sidewalks each about 7 feet 3 inches in the clear.
The roadway floor consists of 24-inch Bethlehem
beams, 43 feet 8 inches long, weighing 120 pounds per
foot, spaced 24f inches on centers, and resting on main
girders, and of 20-inch Bethlehem beams, weighing 65
and 85 pounds per foot at the skew ends, with the same
spacing as the main beams, and resting one end on the
girder and the other .on the abutment.
The beams are encased in reinforced concrete carried
down 3 inches below the lower flanges of the beams
and above the beams to the depth required for the
foundation of the pavement. Between the beams a
hollow form of concrete construction was used to reduce
the dead load. These hollows are about 18 inches wide
and 17 inches high, extending nearly to the webs of
the girders. The reinforcement below the beams con-
sists of j-inch diameter rods, 6 inches on centers longi-
tudinally of the bridge, and ^-inch diameter rods about
Public Works Department. 99
2 feet on centers transversely, and above the beams of
|-inch diameter rods, 12 inches on centers.
The two lines of tracks of the Boston Elevated Rail-
way Company are built into the concrete and the rails
are supported by metal ties. Five lines of chilled cast
iron blast guards, one over the center of each railroad
track, are secured to the lower flanges of the floor
beams. These plates are 24 inches wide and 1 inch
thick and are placed so that the exposed face of the
plate is flush with the concrete.
The pavement between the rails in each track is a
granite block pavement, 4 inches in depth, and outside
the rails it is a wood block pavement of the same depth.
The sidewalks are of reinforced concrete slab construc-
tion, 4 inches thick, with a granolithic wearing surface.
Wrought iron rails are placed on the outside lines of
each sidewalk and four ornamental electric incandescent
lights were installed, one at each end of the main girders.
Although all work has been completed, no final esti-
mate has been made at the date of this report owing to
some unsettled claims.
Charlestown Bridge Draw.
The end floor beams of the draw span of this bridge
which has been in service for more than twenty years
were found to be showing signs of serious overload.
This was caused probably by the impact of the extra
heavy street cars bumping over the crack between the
draw and the landing. Much heavier floor beams were
designed and erected in place of the old ones without
inconvenience to the street or Elevated Railway travel.
The floor beams were fabricated and erected by the
day labor force of the Transit Department, and the
deck was relaid by the Bridge Service force.
Chelsea Bridge North.
When the draw span of this bridge was built in 1913
the "Shuman" type of wood slab pavement was used.
Considering the large amount of very heavy traffic
which passes over this bridge, this type of pavement has
proved very satisfactory for the nearly six years that it
has been in service, but during the past year it has
reached a condition where it was deemed best to lay a
new pavement.
100 City Document No. 26.
As the "Shuman" type of pavement was no longer in
the market, it .was decided to lay creosoted yellow pine
blocks. The old slab pavement rested on 4-inch yellow
pine plank, 8 inches wide, laid with open spaces about
6 inches in width, and as it was necessary to provide a
solid floor for the new pavement, these spaces were filled
with 4-inch yellow pine plank, on which was laid a layer
of l|-inch tongued and grooved yellow pine boards.
A contract was made for doing this work with the
Standard Engineering Company of Toledo, Ohio, the
lowest bidder, approved August 15, 1919, and the work
was completed December 12, 1919, at a cost of $13,348.
The wood block was a 3-inch Kreolite block, laid
directly on the tongued and grooved boarding and the
joints were filled with hot road pitch.
At the ends of the draw 4-inch oak plank wearing
surfaces were provided, molded to the radius of the
draw crack. To prevent the blocks from expanding
towards the ends of the draw, 4 inch by 4-inch steel
angles were inserted at right angles to the curb and
lag-screwed to the lower planking against which the
wood blocks abutted.
Columbia Road Bridge (over New York, New Haven &
Hartford Railroad).
At the request of the Park and Recreation Depart-
ment this division prepared plans and specifications for
rebuilding the sidewalks on Columbia Road Bridge,
over the New York, New Haven & Hartford Railroad
and Old Colony avenue, Dorchester.
A contract was made with D. M. Biggs & Co., approved
August 15, 1919, for doing this work and was completed
September 5, 1919, at a cost of $3,381.97.
The old walk consisted of an asphalt concrete wear-
ing surface, 4 inches thick, resting on 4-inch yellow pine
plank and 4-inch by 12-inch yellow pine stringers.
These were removed with the exception of such
stringers as were in good condition and a Portland
cement concrete slab built, 4 inches in thickness, sup-
ported by the yellow pine stringers or by concrete beams
where conditions would admit of such construction.
The concrete slab was reinforced with f-inch diameter
rods spaced 8 inches on centers.
Public Works Department. 101
Commonwealth Avenue Bridge (over Boston & Albany
Railroad at Cottage Farm).
At the request of the Park and Recreation Depart-
ment this division prepared specifications for covering
the exposed surface of the arches and steelwork with
Gunite. A contract was made with W. Klingberg &
Son, Inc., of New York, approved September 9, 1919,
for doing this work, for the sum of $9,500.
Work was begun November 15, 1919, but because of
weather conditions it was suspended on January 26,
1920, and it probably will not be resumed until about
May 1.
Dorchester Avenue Bridge (over Fort Point Channel.)
The upstream or westerly sidewalk of this bridge,
from the Sough Boston abutment to the draw span,
was rebuilt during the year under a contract with W. S.
Rendle, approved July 29, 1919, at a cost of $3,640.53,
and the work was completed October 9, 1919.
The old asphalt walk, plank floor and beams support-
ing the sidewalks as well as the curb and bulkhead
timbers that were in poor condition were reihoved, and
new timbers and planking for supporting the new walk
furnished and placed substantially as for the old walk.
On this a new asphalt was laid, and a bond furnished
guaranteeing its maintenance for the term of five years.
On removing the paving in the gutter, in order to
replace the curb timbers, some of the roadway plank-
ing was found to be so badly decayed that it was neces-
sary to remove a section for nearly the whole length of
the sidewalk. It was also necessary to repair a portion
of the fence.
Everett Street Bridge (over Boston & Albany Railroad,
near Allston Station).
The roadway flooring of this bridge has been rebuilt
during the year for the entire length of the bridge,
under a contract with Lawler Brothers, approved April
23, 1919, for the sum of $5,423.33. The work was
completed May 2, 1919.
The lower planking is 3-inch yellow pine and the
sheathing is 2-inch spruce. Such of the wheelguards as
were found to be in poor condition were also renewed.
102 City Document No. 26.
Neptune Road Bridge {over the Boston, Revere Beach &
Lynn Railroad, East Boston).
The floor of this bridge, including roadway and side-
walks, has been rebuilt during the past year under a
contract with McHugh & Emroe, approved August 12,
1919, for the sum of $1,711.99, and was completed
September 6, 1919.
New 3-inch yellow pine lower planking and new 2-inch
sheathing for the entire area of the roadway, were laid
and such of the stringers and curb timbers as were in
poor condition were replaced with new timber.
While the flooring was off the steelwork of the bridge
was painted by the painters of the Bridge Service. The
bridge is now in good condition.
Norfolk Street Bridge (over New York, New Haven &
Hartford Railroad).
When this bridge was built in 1905, it was so designed
that it could be readily changed to meet the contem-
plated widening of the street to 60 feet by placing the
sidewalks outside the side trusses and moving the bridge
bodily to conform to the new street lines.
The superstructure of the bridge as built had three
trusses 114^ feet long and a width of 53§ feet over all,
carrying two roadways and two sidewalks, the dead
weight to be moved being about 250 tons. It was raised
some 5 feet to clear the shoe pockets in the abutments,
moved over about 14 feet to its new position and lowered
on to the bridge seats. New sidewalk brackets were
added to the outisde of the outer trusses and new rail-
ings put in place. About 50 per cent of the yellow pine
stringers were replaced with new ones and a new wearing
surface was laid on the entire bridge.
The bridge is now 60 feet wide as against 53^ feet as
originally built.
The work in the superstructure was done by the
Transit Department day labor force and completed
about September 10, 1919.
In connection with the changing of this bridge it was
necessary to rebuild the granite parapets to conform to
the new cross section of the roadways and sidewalks.
It was also necessary to cut new recesses in the parapets
to receive the end posts of the trusses and their supports
in their new positions. This work was done under a
contract with the John McCourt Company, approved
April 23, 1919, at a cost of $2,584.10.
Public Works Department. 103
It was also necessary to extend the northerly end of
the west abutment of the bridge, placing new bearing
stones on both the abutments for the northerly truss in
its new position and build a concrete return wall from
the west abutment to Mascot street. This work was
done under a contract with Daddario & Booth, approved
April 17, 1918, at a cost of $5,400 and was completed
April 22, 1919.
Northern Avenue Bridge. »
Span 1 of this bridge, a four truss pin connected span
approximately 148 feet long and 80 feet wide, carrying
three roadways and two sidewalks, was very seriously
damaged by a lighter, which broke from its moorings
and drifted under the span during a heavy storm. The
bottom of many of the posts were badly bent, seven of
the bottom chord bars were more or less distorted, as
were also some lateral bracing and a chord strut. Repairs
on this span were commenced March 17, 1919. Three
of the old chord bars were removed and new ones sub-
stituted. Two chord bars and six yoke bars were added
to the bottom chords. The bent strut was strengthened
and the bottom of the vertical posts straightened in as
far as possible. This work was done by the Boston
Structural Steel Company under a contract for the sum
of $3,745, and finished April 14, 1919.
Warren Bridge.
During the year the downstream half of Warren Bridge
draw has been strengthened by the Boston Elevated
Railway to carry 50-ton electric cars. The strengthen-
ing consisted of renewing and adding new flange plates
to the floor beams and girders, placing stiff eners under
the track stringers and putting on new and larger
stringers under the rails. The deck and wearing surface
were wholly renewed. Steelwork on the superstruc-
ture was done by the Boston Elevated Railway Com-
pany, without expense to the city. The deck was
replaced by the Bridge Service day labor force.
104 City Document No. 26.
FERRY SERVICE.
W. S. Rendle's contract for rebuilding the drop
foundation and roadway supplementary of the north
drop, North Feiry, East Boston, was completed Febru-
ary 21, 1919. The amount paid under the contract was
$3,173.74.
At the North Ferry, East Boston, the pontoon at the
north drop was sunk on June 18, by a timber punching
a hole in the side. As the timber in the pontoon was
badly decayed a new one of somewhat larger size was
built and installed under a contract with S. W. K. Brooks.
The contract was completed September 17. The amount
paid under the contract was $8,156.07.
When the pontoon sunk serious damage was done to
the drop and W. S. Rendle was employed to help remedy
the trouble. The drop was lifted and piles driven to
support it while the new pontoon was being built,
although considerable difficulty was met in doing the
work. While this new pontoon was being built some
new floor beams were placed and a large amount of new
under planking and sheathing.
At the South Ferry, East Boston, the middle pier
was repaired under a contract with W. H. Ellis & Son
Company. Eighteen new piles were driven and new
girders placed. The amount paid under this contract
was $3,383.43.
At the South Ferry, East Boston, the face of the
south drop was rebuilt and a new supplementary con-
structed.
The north drop, North Ferry, Boston side, was re-
paired, a large number of new floor beams were placed
and new under planking and sheathing laid.
The ferryboat "D. D. Kelly" had extensive repairs
to the boiler and a new smoke stack. On January 16,
1920, the hub casting broke and the paddle wheels were
badly damaged. New hub castings were made and the
paddle wheels repaired by the Atlantic Works.
The ferryboat "General Hancock" had a great
amount of repairing done on the boilers and repairs
were also made to the hull near the condenser.
Public Works Department. 105
The ferryboat " Noddle Island" was put out of com-
mission on September 17, 1919, on account of the rotten
condition of the hull and an advisory report is to be
made by a board of marine experts.
The ferryboat "Governor Russell" was put on the
railway April 21 for trouble with the rudder. The con-
dition was remedied immediately and the boat put in
the water again.
A new boiler was installed on the ferryboat "Hugh
O'Brien" under a contract with the Hodge Boiler
Works, the contract being completed on August 30,
1919. A contract was awarded to R. Minton Company
for thoroughly overhauling and repairing the machinery
and this contract was completed on September 20, 1919.
The boat was on the railway from August 18 to August
23, the rudders repaired, the hull cleaned and calked
and minor repairs made. New canvas was placed on
the upper deck, repairs made on the East Boston end
and the boat was put on the route again on September
22, 1919, after being out of commission from October
8, 1918.
Seven bronze propeller blades were repaired under a
contract with I. Young & Co. and the work was com-
pleted October 1, 1919.
A contract was let to the Boston Shipbuilding Com-
pany for rebuilding the superstructure of the ferryboat
" John H. Sullivan," to enlarge the teaming capacity, on
September 2, 1919. Owing to a strike of ship carpenters
this work has been considerably delayed, although about
50 per cent of the contract has been completed. A
contract was let for retubing the condenser, to Bertelsen
& Petersen and work is proceeding under this contract.
A new heating system was installed in the headhouse
at the South Ferry, Boston, consisting of twenty-four
gas steam radiators, which can be operated by the
janitor, thus eliminating the necessity of employing
three licensed firemen during the winter time.
Respectfully submitted,
John E. Carty,
Division Engineer.
106
City Document No. 26.
BRIDGE SERVICE.
Financial Statement, 1919-20.
Expenditures from Maintenance Appropriation
Boston bridges $363,130 05
* Boston and Cambridge bridges . 26,390 52
Total Expenditures.
From maintenance appropriation . $389,520 57
From special appropriation . f 158,743 07
From Strandway, Old Harbor ap-
propriation 98,287 95
,520 57
a.)
(2.)
f$646,551 59
EXPENDITURES ON BOSTON BRIDGES.
Administration :
Salaries:
Division engineer .
$3,750 00
Supervisors
4,849 17
Engineers and draughtsmen .
24,868 09
Clerk
1,591 48
Inspectors
3,205 00
Medical inspector ....
166 67
Pensions;
Veterans .... $4,684
27
Laborers .... 877 1
DO
— 5,561 27
Holiday time
1,571 25
Vacations
1,782 45
Pay allowed to injured employees .
742 00
Paid to employees in war service
of
United States .....
619 20
Printing, postage and stationery
1,007 25
Travel
264 18
Telephones
16 32
Furnishings
30 21
Engineers' supplies and instruments
86 74
Typewriter inspection
23 50
Typewriter rent
10 50
Analysis of oil
18 00
Office supplies
75 94
Yard and Stockroom:
Yard:
Employees: Clerk, janitor and watc
l-
man
$3,246 77
Light
23 16
Supplies .
275 65
Travel
219 35
Repairing buildings
477 25
Printing
524 45
Telephone
135 39
Miscellaneous .
79 73
Carried forward
,239 12
1,981 75
1,981 75
* For detail of expenditures see Appendix F.
t Does not include North Beacon Street Bridge, $69,545.15, or Granite Avenue Bridge,
$1,979.11.
Public Works Department.
107
(3.)
$4,981 75
Stockroom:
Stock (lumber, nails and supplies for
bridges) ....
$5,240 50
Less decrease in stock for year
474 62
4,765 88
Stable:
Wages of stablemen
$279 50
Shoeing and clipping
103 50
Repairing harness .
9 25
Repairing wagons .
3 00
Boarding horses
627 50
1,022 75
i
U 0,770 38
Automobiles :
Division engineer :
Wages of chauffeur
$906 00
Storage
180 75
Repairs
225 83
Supplies
14 29
Gasolene . . . ' .
301 52
New tires and tubes
401 21
Repairs to tires and tubes
47 30
Registration ....
12 00
$2,088 90
Supervisor of Bridges:
Wages of chauffeur
$1,210 O0
Storage
180 00
Repairs
370 33
Supplies
78 98
Gasolene
238 31
New tires and tubes
200 05
Repairs to tires and tubes
28 90
Registration ....
10 00
2,316 57
Auto truck No. 1:
New tires
$107 82
Repairs to tubes
1 50
Repairs
196 57
Supplies
45 87
Gasolene
204 89
New truck ....
3,400 00
Registration ....
2 00
3,958 65
Auto truck No. 2:
Wages of chauffeur . .
. ' . $744 00
New tires
75 00
New tubes ....
7 80
General repairs
51 13
Oil and gasolene
224 79
Lumber
5 10
Supplies
16 01
Registration ....
2 00
1 12^ 83
Auto truck No. 3:
1 I — • > OU
New tires
$55 80
New tubes ....
3 90
General repairs
148 52
Supplies
12 78
Oil and gasolene
148 10
Registration ....
2 00
371 10
$9,861 05
108
City Document No. 26.
4. Bridges.
Expenditures on Tide Water Bridjes.
Bridges.
Draw-
tenders'
Salaries.
Mechanics'
Wages.
Material.
Repair
Bills.
Supplies
and
Miscella-
neous.
Expenses.
Total.
Broadway
Charlestown
Chelsea North
Chelsea South
Chelsea Street
Confess Street. . . .
Dorchester Avenue
Dover Street
L[Street
Maiden
Meridian
Northern Avenue. .
Summer Street
Warren
Western Avenue. . .
Totals
$11,802 80
16,312 54
13,579 32
11,876 27
10,245 54
12,150 54
11,816 05
11,781 54
11,785 09
12,584 14
12,292 09
13,578 41
12,201 44
11,750 47
406 51
$327 62
2,675 29
1,839 34
3,525 37
811 85
1,229 06
2,160 12
923 87
852 68
486 55
1,060 78
2,252 59
2,349 30
2,894 03
308 99
$50 00
1,066 34
180 06
2,453 88
1,609 9S
1,559 18
543 06
385 09
1 96
351 17
1.23S 91
3.66S 37
2,969 75
203 01
$55 52
1,685 91
11,695 49
309 39
163 07
339 83
4,703 78
305 01
44 51
52 60
144 23
5,585 34
1,592 43
273 30
187 30
$313 24
763 46
587 47
186 71
191 68
855 95
300 91
234 88
137 60
607 98
495 23
5,617 25
245 63
1,255 25
$12,549 18
22,503 54
27,881 68
1S.351 62
11,412 14
16,185 36
20,540 04
13,788 36
13,204 97
13,733 23
14,343 50
28,272 50
20,057 17
19,142 80
1,105 81
$174,162 75
$23,697 44
$16,280 76
$27,137 71
$11,793 24
$253,071 90
Public Works Department.
109
(5.) Repairs on Inland Bridges.
Bridge.
Labor
and
Material.
Albany street (over Boston & Albany Railroad)
Allston street
Ashland stieet
Ashmont street
Austin street
Arlington street
Baker street
Byron street
Boylston street
Broadway (over Boston & Albany Railroad)
Broadway (over New York, New Haven & Hartford Railroad) .
Beacon street
Bennington street
Berkeley street
Boston street
Brookline avenue
Blue Hill avenue
Babson street
Columbia road
Central avenue
Columbus avenue
Dartmouth street
Dorchester avenue
Dana avenue
Everett street
East Milton street
Feidinand stieet
Fairmount street
Gove street
Hyde Park avenue (over Stony brook)
Hyde Park avenue (over Mother brook)
Hyde Park avenue (over railroad)
Harvard stieet
Huntington avenue
Irvington street
$337 38
2,517 59
95 50
306 77
177 91
20 16
79 99
192 75
2,366 13
321 45
5,436 82
1,240 72
712 99
157 04
147 81
55 20
142 10
136 19
27 15
1,543 33
575 42
783 92
254 87
498 56
5,451 47
55 62
248 68
144 88
45 00
640 24
878 99
303 29
154 30
123 00
4 45
Carried forward .
$26,177 67
110 City Document No. 26.
(5.) Repairs on Inland Bridges. — Concluded.
Bridges.
Labor
and
Material.
Brought forward
Metropolitan avenue
Massachusetts avenue (Pro\idence Division)
Milton Lower Mills
Milton street
Norfolk street
Neptune avenue
New Allen street
Lehigh Stieet Storehouse
Perkins Street Reservoir road
Reservoir road
Redfield street
Southampton street
Shawmut street
Toll Gateway
West Fourth street
Walworth street
West Newton street
West Rivei street
Webster street
West Rutland street
Winthrop street
Strandway
Labor, removing snow and sweeping bridges.
Total
$26,177 67
495 60
768 99
2 40
982 12
153 97
2,339 99
230 05
80 25
17 48
153 22
111 91
548 04
6 63
6 25
2,027 38
168 75
378 11
411 04
93 11
8 50
0 00
130 00
3,896 14
S39.187 60
Summary of Expenditures.
Administration
Yard, stable and stockroom
Automobiles and trucks
Tide water bridges
Inland bridges
Total maintenance expense
$50,239 12
10,770 38
9,861 05
253,071 90
39,187 60
$363,130 05
Expenditures from Special Appropriations.
Bridges, Repairs, Etc.
Engineering $1,178 39
Inspection 395 00
Travel expense 10 94
$1,584 33
Public Works Department.
Ill
Chelsea Bridge North.
Paid J. P. Cavanagh Company, contract for rebuilding floor, $5,471 22
Paid J. P. Cavanagh Company, contract for paving . . 137 91
Material 37 40
5,646 53
Broadway Bridge (Over Boston & Albany Railroad).
Paid Hiklreth & Co., inspection of material .... $37 50
Boston Bridge Works, rebuilding floor 57,296 OS
John McCourt, parapet and drydock 523 00
Standard Engineering Company, repairing pavement . . 147 71
Flagmen 57 23
Repairs 45 90
Harvard Bridge.
Paid to Rowe Contracting Company for planking and paving,
Repairs
Total .
Sea Wall, Roxbury Canal.
Engineering
Labor
Paid to Lawler Brothers, removing sheds, bulkhead and piling,
Chelsea Bridge South.
Salaries of engineers
Paid to John P. Scully for core borings
Advertising
Brookline Avenue.
Engineers' salaries . . . . .
Paid to Michael Meehan, rebuilding bridge
Paid to Michael Meehan, roadwav .
Material
Inspection
Electric hardware
Strandway and Old"- Harbor Improvement.
Engineers' salaries
Inspection
Services of janitor
Engineers' supplies
Towels ....
Paid New York State Dredging Corporation
Paid James L. Pierce .
Travel expense
Telephone
Fuel ....
Repairing roadway
H. H. Atwood, architect, services, new bath house
Rent of boat
Total ....
$58,107 42
$75,520 55
399 78
$75,920 33
$437 08
300 12
2,677 50
$3,414 70
$515 15
1,973 00
6 20
^2,494 35
$178 79
10,995 50
28 60
50 97
90 00
231 55
$11,575 41
$1,683 34
210 00
60 00
35 99
10 00
91,773 61
2,891 29
35 40
3 60
36 00
84 72
1,500 00
74 00
$98,397 95
112
City Document No. 26.
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Public Works Department. 113
Expenditures on Granite Avenue Bridge by County of Suffolk
1910-20.
Salaries of drawtenders $1,947 27
Fuel 18 38
Light 11 46
Postage 2 00
1,979 11
Appropriation .$2,333 49
Expenditures 1,979 11
Balance returned to County Treasury January 31, 1920 . $354 38
Bridge Service.
Amount paid into the City Treasury during 1919-20:
Sale of old material $25 00
Removal of dead horses 6 00
Rent 90 00
$121 01
•*
114 City Document No. 26.
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.l
In Charge of Bridge and Ferry Division.
Allston, over Boston & Albany Railroad at Cambridge street,
Brighton.
Arlington street, over Boston & Albany Railroad.
Ashland street, over New York, New Haven & Hartford Rail-
road, Providence Division, West Roxbury.
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.
Blakemore street, over New York, New Haven & Hartford
Railroad, Providence Division.
Boylston street, over Boston & Albany Railroad.
Braddock park, formerly Berwick park (footbridge), over
New York, New Haven & Hartford Railroad (Providence
Division) .
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, in Fens, over Ipswich street.
* Charlestown, from Boston to Charlestown.
* Chelsea South (temporary) , 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, Fort Point channel.
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.
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.
Public Works Department. 115
Gove street (footbridge), over Boston & Albany Railroad,
East Boston.
.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 Hill
Station), Hyde Park.
Ipswich street, in Fens, over waterway.
Irvington street (footbridge), over New York, New Haven &
Hartford Railroad, Providence Division.
Jones avenue (footbridge) , over New York, New Haven & Hart-
ford Railroad, Midland Division.
* 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
York, 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.
* Summer street, over Reserved channel, South Boston.
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.
Wordsworth street (footbridge), over Boston, Revere Beach &
Lynn Railroad, East Boston.
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.
116 City Document No. 26.
Berners street (footbridge) , over Bridle path in Biverway.
Boylston street, in Fens, over water way.
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.
Cottage Farm, over Boston & Albany Railroad, at Common-
wealth avenue.
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.
Norfolk Street Playground (footbridge), over Midland Division,
New York, New Haven & Hartford 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.
Milton, from Dorchester to Milton.
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.
Winthrop, from Breed's Island to Winthrop.
In Charge of Park and Recreation Department.
Bellevue 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.
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.
Public Works Department. 117
Belgrade avenue, over New York, New Haven & Hartford
Railroad, Providence Division.
Harvard street, over New York, New Haven & Hartford Rail-
road, Midland Division.
Morton 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.
Walworth street, over New York, New Haven & Hartford Rail-
road, Providence Division.
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.
In Charge of Commissioners for Granite Avenue Bridge.
* Granite avenue, from Dorchester to Milton.
IV. — Bridges of which Boston Maintains the Whole or
a Part of the Wearing Surface.
In Charge of the Bridge and Ferry Division.
Austin street, over Boston & Main Railroad, Charlestown.
Babson street, over New York, New Haven & Hartford Rail-
road, Midland Division, near Blue Hill Avenue Station.
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 & Main 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 Division, New York, New Haven
& Hartford Railroad, Hyde Park.
Maverick street, East Boston, over Boston & Albany Railroad.
Milton street, Hyde Park, over New York, New Haven &
Hartford Railroad.
Mystic avenue, over Boston & Maine and Boston & Albany
Railroads.
New Allen street, Hyde Park, over New York, New Haven &
Hartford Railroad.
Oakland street, over New York, New Haven & Hartford Rail-
road, Midland Division, Mattapan.
Perkins street (footbridge), over Boston & Maine Railroad.
Porter street, over Boston & Albany Railroad.
Prescott street, over Boston & Albany Railroad.
Redfield street, at Neponset, over New York, New Haven &
Hartford Railroad, Old Colony Division.
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.
Webster street (footbridge) , 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.
* Neponset, from Dorchester to Quincy.
VI. — Bridges Wholly Maintained by Railroad Corpora-
tions.
1st. — Boston & Albany.
Albany street (over passenger tracks) .
Harrison avenue.
Market street, Brighton.
Tremont street.
Washington street.
Public Works Department. 119
2d. — Boston & Maine and Boston cfe Albany Railroads.
Main street.
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.
Athens street.
Bolton street.
Dorchester avenue.
East River street, at River Street Station, Hyde Park.
Gold street.
Silver street.
Washington street, Dorchester.
West Broadway.
West Second street.
West Third street.
West Fourth street.
West Fifth street.
West Sixth street.
6th. — New York, New Haven <fc Hartford Railroad, Old Colony
Division.
Adams street.
Cedar Grove Cemetery.
Medway street.
Savin Hill avenue.
7th. — New York, New Haven & Hartford Railroad, Providence
Division.
Albany street.
Arlington square.
Baker street, West Roxbury.
Bellevue street, West Roxbury.
Berkeley street.
Broadway, South Boston.
Canterbury street, West Roxbury.
Centre and Mt. Vernon streets, West Roxbury.
Columbus avenue.
Dartmouth street.
Gardner street, West Roxbury.
Harrison avenue.
Park street, West Roxbury.
Washington street.
West street, Hyde Park.
West River street, Hyde Park.
VII. Number maintained by the United States
Government
13
120 City Document No. 26.
VII. — Bridges Maintained by the United States
Government.
* Victory Bridge (over Neponset River) , from Dorchester to
Quincy.
Recapitulation of Bridges.
I. Number wholly maintained by Boston:
In charge of Bridge and Ferry Division . 62
In charge of Bridge and Ferry Division and
Park and Recreation Department . . 2
In charge of Park and Recreation Depart-
ment 19
— 83
II. Number of which Boston maintains the part
within its limits :
In charge of Bridge and Ferry Division . 8
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 . 8
In charge of Commissioners for Boston and
Cambridge Bridges 7
In charge of Commissioners for Granite
Avenue Bridge 1
— 16
IV. Number of which Boston maintains the whole
or a part of the wearing surf ace ... 33
V. Number maintained by Metropolitan Park
Commission . . .... 3
VI. Number maintained by railroad corporations:
1. Boston & Albany Railroad ... 5
2. Boston & Maine and Boston & Albany
Railroads 1
3. Boston & Maine Railroad, Eastern
Division 1
4. Boston, Revere Beach & Lynn Railroad, 1
5. New York, New Haven & Hartford
Railroad, Midland Division . . 13
6. New- York, New Haven & Hartford
Railroad, Old Colony Division . . 4
7. New York, New Haven & Hartford
Railroad, Pjovidence Division . . 16
41
Total number 190
Public Works Department.
121
Table Showing the Widths of Channelvvays for Vessels in all Bridges
Over Navigable Water in the City of Boston in January, 1920.
Name op Bridge.
Location.
GO
O c3
fl
o
Width.
* Anderson
Brighton to Cambridge
45 feet 0 inches.
45
" 0 "
Charlestown to Everett
75
" o ■
Boston & Maine Railroad, Eastern
Division.
Boston to Charlestown
39
a g a
35
" 0 "
Division.
Boston & Maine Railroad, Fitchburg
Division.
36
« Q «
Boston & Maine Railroad, Fitchburg
Division (for teaming freight) .
" "
36
■ 7 "
Boston & 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
u 4 «
35
" 6 ■
Division.
Over Fort Point channel
50
a q «
40
■ 0 ■
50
" 0 "
36
" 6 "
45
" 0 *
Charleston n (main channel)
Boston to Charlestown 1
[50
(49
■ 0 "
Charlestown (north channel)
' I
" 9 "
2
1?f>
" 0 "
49
" 0 ■
Over Fort Point channel
60
50
" 0 "
Congress street
. 0 ■
Brighton to Cambridge
East Boston to Chelsea
41
40
39
60
" 3 "
" 6 "
U 3 u
Grand Junction Railroad
" 0 «
50
f3fi
" 0 "
Harvard (Cambridge side)
2
II 37
" 0 "
* Drawless channelway; clear headroom of 12 feet above basin level (about elevation 8.0).
t Drawless channelway; clear headroom of 28 feet above basin level.
122 City Document No. 26.
Table Showing Widths of Channelways, etc. — Concluded.
Name op Bridge.
Location.
(L-J--
Is
o
Width.
Charlestown to Everett
East Boston to Chelsea
75 feet 0 inches.
100 " 0 "
38 " 5 "
New York, New Haven & Hartford
Railroad.
Over Fort Point channel
41 " 8 '
51 " 0 "
Railroad, Plymouth Division.
Brighton to Watertown
Charlestown to Cambridge ....
Over Reserved channel, South
Boston
45 " 0 "
75 " 3 *
37 " 4 "
50 " 0 "
39 " 3 "
50 " 0 *
Brighton to Watertown
36 " 0 "
36 " 0 "
36 " 0 "
* Drawless channelway; clear headroom of 12 feet above basin level (about elevation 8.0).
Public Works Department.
123
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124 City Document No. 26.
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.
+ 0.64 State Department of Public Works, Division
of Waterways and Public Lands.
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 building.
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. f
+ 0.79 Mean low water, 1902.f
+ 0.58 Navy Yard base, 1902.J
10.63 Mean high water, 1902. f
5.71 Mean sea level, 1902.f
9.84 Mean rise and fall of tide, 1902. f
* Dehnition 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 Committee
on Charles River Dam, 1903.)
t John R. Freeman, civil engineer, in report to Committee on Charles River Dam, 1903,
pp. 562, 569, 570.
Public Works Department.
125
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 waterfront, 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 December 26, 1909, actual elevation at North
Ferry, Boston proper, as observed on staff
gauge, at high water (morning tide).
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.
When Taken.
By Whom.
16.00
15.62
15.74
14.15
14.94
13.72
14.19
13.60
14.83
14.70
14.70
11.90
13.50
13.90
14.30
14.62
14.40
Feb. 24,
April 16,
April 16,
Jan. 23,
Nov. 27,
Nov. 8,
Nov. 25,
Dec. 14,
Jan. 25,
Jan. 25,
Jan. 25,
Dec. 26,
Dec. 26,
Nov. 20,
Jan. 13,
Jan. 13,
Nov. 7,
1722-23
1851...
1851...
1898...
1898...
1900...
1901...
1902...
1905...
1905...
1905...
1909...
1913...
1914. ..
1915...
1915...
1919...
By comparison
Average of 7 observations
Navy Yard, staff gauge
Charlestown Bridge and East Boston Ferries
Average of 15 observations.
Maiden Bridge
Average of 10 observations.
Average of 11 observations.
Average of 34 observations.
Inner harbor, 10 observations.
North Ferry, Boston proper
North Ferry, Boston proper (p. m.)
North Ferry, Boston proper
Maiden Bridge
North Ferry, Boston proper
Granite Avenue Bridge.
North Ferry, East Boston side
J. H. Edmonds.
Charles Harris.
Isaac Williams.
F. P. Spalding.
J. H. Edmonds.
J. H. Edmonds.
F. P. Spalding.
H. H. McNerlin.
F. P. Spalding.
G. A. Clough.
F. P. Spalding.
Low Tides.
5.60
Nov. 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
D. A. Harrington.
—3.00
Feb. 4,1904....
Deer Island, metropolitan sewer station. . . .
Self-recording gauge.
—3.00
Mar. 23, 1905
Deer Island, metropolitan sewer station. . . .
Self-recording gauge.
126 City Document No. 26.
Ferry Service.
The following steam ferryboats are in commission:
When Gross
Name. Built. Type. Length. Tonnage.
D. D. Kelly 1879 Side Wheel 160 ft. 3 in. 550
Hugh O'Brien 1883 " 175 " 3 " 645
General Hancock 1887 " 160 " 3 " 577
Governor RusseU 1898 Propeller 164 " 3 " 713
Noddle Island 1899 " 164 " 3 " 710
General Sumner 1900 " 164 " 3 " 703
John H. Sullivan 1912 " 172 " 3 " 826
Financial Statement for the Year Ending January 31,
1920.
1. Receipts.
Total cash receipts during the year . . . $96,564 37
Cash in hands of tollmen at beginning of year . 200 00
,764 37
Cash paid over to City Collector . $96,564 37
Cash in hands of tollmen January
31, 1920 200 00
,764 37
2. Appropriations and Expenditures.
Received from annual appropriation for Ferry
Service $424,248 94
Received by transfer from Bridge Service . . 2,765 13
Received from Paving Service .... 529 68
Received by transfer from Reserve Fund . 9,144 00
Unexpended balance from special appropriations
February 1, 1920 27,280 67
Received from special appropriations . . . 50,000 00
Total appropriations and balance carried
over $513,968 42
Total expenditures 486,064 42
Unexpended balance of special appropriations
January 31, 1920 . . . . . $27,904 00
Public Works Department. 127
3. Result of Operations for the Year.
Receipts for the year (net income) . . $96,564 37
Ordinary expenses (maintenance
appropriation) . ... $436,687 75
Interest paid on ferry debt . . 5,428 50
Depreciation of ferryboats . 11,080 10
Decrease in value of machinery and
tools 130 28
Less increase of stock
of supplies . . $517 00
Less increase in stock
of fuel . . . 4,997 26
*$453,326 63
5,514 26
Net outgo for the year . . . . • . '. *447,812 37
Net loss for the year *$351,248 00
* Does not include expenditures for special appropriations.
128
City Document No. 26.
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CL
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Real estate, land
Ferrvboats3 ....
Machinery, tools
Total tangible
Deficiency or losi
of the ferries fo
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Public Works Department.
129
Comparative Balance Sheets at the Close of Each Year for Five Years.
January 31,
1916.
January 31,
1917.
January 31,
1918.
January 31,
1919.
January 31,
1920.
Assets.
$282 74
200 00
42 90
6,804 10
2,015 60
222,335 52
3,015 00
610,100 00
$200 00
33 40
12,283 04
1,775 00
208,995 39
3,080 00
610,100 00
$200 00 $200 00
$200 00
100 52
7,238 24
113 54
14,436 34
27,280 67
184,668 33
2,605 72
610,100 00
137 87
19,950 60
City Treasurer (balance of appro-
27,904 00
Ferryboats (less depreciation)
196,455 67
2,772 00
610,100 00
173,588 23
2,475 44
Real estate, land and buildings
610,100 00
$844,795 86
315,815 68
4,573,128 77
$836,466 83
315,815 68
4,805,067 18
$816,866 43
315,815 68
5,094,074 27
$839,404 60
315,815 68
5,477,858 89
$834,356 14
Cost of avenues, etc., East Boston
(previous to 1870)1
315,815 68
5,878,459 23
Totals
$5,733,740 31
$5,957,349 69
$6,226,756 38
$6,633,079 17
$7,028,631 05
Liabilities.
Capital invested by City of Boston
$5,731,724 71
2,015 60
$5,955,574 69
1,775 00
$6,226,756 38
$6,605,798 50
27,280 67
$7,000,727 05
Appropriations account (credit
27,904 00
$5,733,740 31
$5,957,349 69
$6,226,756 38
$6,633,079 17
$7,028,631 05
Detj.il of Capital Invested by the City of Boston.
Total expenditures to date per ferry
books
Interest of debt for the year (per
City Auditor)
Interest previous years, etc. (net
debits, per City Auditor)
Total expenditures.
Deduct total receipts paid to City
Collector
Excess expenditures, capital.
$12,580,429 67
15,455 00
279,148 85
$12,875,033 52
7,143,308 81
$5,731,724 71
$12,900,154 62
14,987 91
279,148 85
$13,194,291 3S
7,238,716 69
$5,955,574 69
$13,331,024 31
7,995 00
279,148 85
$13,618,168 16
7,391,411 78
$6,226,755 38
$13,800,322 33
6,063 00
279,148 85
$14,085,534 18
7,479,735 68
$6,605,798 50
$14,292,449 75
5,428 50
279, 14S 85
$14,577,027 10
7,576,300 05
$7,000,727 05
1 Included in deficiency of assets in Table 4.
130
City Document No. 26.
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132 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 (prior to
1910) 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 . . . 1,442,327 74
Expenditures for fuel 1,993,122 20
Expenditures for salaries and wages . . 6,953,353 97
Expenditures for all other purposes . . . 2,086,837 69
$14,577,027 10
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 ' . . 7,272,298 70
Receipts from rents since purchase of ferries . 67,879 42
Receipts from sale of ferryboats . . 149,067 44
Receipts from all other sources, per ferry books, 26,931 08
Receipts from all other sources, additional, per
auditor 30,734 85
Total receipts from all sources . . . $7,576,500 05
Less amount with tollman as capital . . 200 00
Total receipts, per auditor's figures . $7,576,300 05
Regular Annual (Ordinary) and Special Appropriations
(Extraordinary) of the Ferry Service for the Year
Ending January 31, 1920.
Appropriation (regular) for the year ending
January 31, 1920 . . . _ . . $424,248 94
Received by transfer from Bridge Service . . 2,765 13
Received by transfer from Paving Service . 529 68
Received by transfer from Reserve Fund . 9,144 00
$436,687 75
Public Works Department. 133
Amount of expenditures (regular) for the year, $436,687 75
Special Appropriations.
Balance February 1, 1919
Appropriation for ferryboats, repairs, etc.,
(from taxes)
Amount expended from February 1, 1919 to
January 31,1920
Balance January 31, 1920
$27,280 67
50,000 00
$77,280 67
49,376 67
$27,904 00
Statement Showing Receipts at Each Ferry.
North Ferry.
From Tollmen.
Foot
Passengers.
From
Tickets.
Totals.
Boston side
$12,303 73
11,291 95
$3,925 50
6,255 00
$16,229 23
East Boston side
17,546 95
$23,595 68
$10,180 50
$33,776 18
From tollmen
From gatemen :
For 81,538 foot passengers at 1
,776 18
cent ....
For cash fares for teams
$815 38
13,343 37
14,158 75
Totals at North Ferry
South Ferry.
$47,934 93
Fbom Tollmen.
Foot
Passengers.
From
Tickets.
Totals.
Boston side
$9,615 55
$5,639 00
$15,254 55
East Boston side
9,073 77
4,447 00
13,520 77
$18,689 32
$10,086 00
128,775 32
134
City Document No. 26.
From tollmen
From gatemen:
For 77,086 foot passengers at 1
cent
For cash fares for teams
Total at South Ferry
$770 86
14,469 82
,775 32
15,240 68
$44,016 00
North and South Ferries as above
Tickets paid for at ferry office
Received in lieu of free ferries July 4, 1919
Total from rates
Rents for the year
Headhouse privileges
Commission on public telephones
Care of public telephone booths
Total receipts for the year
$91,950 93
3,510 30
1 00
$95,462 23
539 67
400 00
114 47
48 00
,564 37
Statement of Travel on the Ferries from February 1,
1919, to January 31, 1920, Inclusive.
North Ferry. South Ferry.
Foot' passengers at 1 cent each . 2,441,106 1,946,018
Foot passengers by ticket . . 28,219 9,430
Foot passengers free .... 3,875 625
Total foot ....
2,473,200
1,956,073
One-horse teams and pleasure car-
nages
215,544
211,588
One-seat automobiles
27,357
39,883
Two-horse teams
54,998
20,396
Motor-trucks ....
121,304
133,325
Three-horse teams
1,371
3,001
Four-horse teams
1,518
3,024
Two-horse pleasure carriages a
nd
hacks
676
335
Two-seat automobiles
94,739
78,071
Handcarts, etc
2,462
2,473
Drag wheels ....
0
6
Free teams:
Two-seat automobiles
3,005
4,326
Other vehicles
5,865
4,251
528,839
500,679
Public Works Department.
135
Total paying foot ....
Total free foot passengers
Total foot passengers carried .
$4,424,773
4,500
4,429,273
Total paying teams .
Total free teams
Total teams carried
1,012,071
17,447
1,029,518
Total Travel on Both Ferries from February 1, 1914, to
January 31, 1920.
1914-15.
1915-16.
1916-17.
1917-18.
1918-19.
1919-20.
623,508
248,464
6,125
4,739
83,253
2,231
4
644,311
276,850
5,410
4,507
84,389
3,195
4
582,819
291,795
4,723
6,640
94,333
3,537
1
577,507
308,564
3,538
7,089
110,203
3,570
500,193
306,672
3,471
7,598
132,743
3,265
8
494,372
330,023
4,372
4,542
Two-horse carriages, hackst ....
Two-cent tolls, hand carts, etc . .
173,821
4,935
6
Paid teams at both ferries
Free teams at both ferries
968,324
11,028
1,018,666
10,844
983,848
12,067
1,010,471
15,177
953,950
21,708
1,012,071
17,447
Total teams at both ferries,
979,352
1,029,510
995,915
1,025,648
975,658
1,029,518
6,024,082
885
5,676,118
2,053
4,631,244
1,763
4,191,410
846
3,952,673
2,820
4,424,773
4,500
Total foot passengers
6,024,967
5,678,171
4,633,007
4,192,256
3,955,493
4,429,273
Note: The above team travel includes automobiles.
* Includes one-seat automobiles, t Includes motor trucks, t Includes two-seat automobiles.
136 City Document No. 26.
APPENDIX C.
REPORT OF THE DIVISION ENGINEER
OF THE HIGHWAY DIVISION.
Boston, February 1, 1920.
Mr. Thomas F. Sullivan,
Commissioner of Public Works:
Dear Sir, — I submit herewith a statement of the
activities, operations and expenditures of the Paving
and Lighting Services for the year ending January 31,
1920.
The maintenance expenditures of the Highway Divi-
sion for the year were as follows:
Lighting Service $714,821 55
Paving Service 1,117,867 28
Total $1,832,688 83
Note. — For further detail of expenses see pages
following.
Paving Service.
In response to the campaign that was instituted
after the signing of the armistice, to urge public works
on as large a scale as possible, to help out the slack in
the industrial situation and to furnish employment to
returning soldiers, sailors and war workers, the City of
Boston prepared its paving program and started con-
struction work earlier than ever before and kept going
until the advent of winter compelled a halt. There
were fifteen (15) streets under contract not completed
in 1918 and work was resumed on these early in March.
Contracts were awarded in 1919 to construct or repave
ninety-eight (98) streets, and eighty-six (86) of these
were completed. About one hundred and seventy-five
(175) streets were resurfaced by the department forces.
A record year in granite block paving on a concrete
base with grout joints was made, there being about
Public Works Department. 137
162,000 square yards of this form of pavement laid in
the following streets: Atlantic avenue, from Summer
street to Commercial street; Bennington street, from
Central square to Day square; Cambridge street, from
North Russell street to Charles street; Commercial
street, from Fleet street to Washington Street North;
Dorchester avenue, from Andrew square to Savin Hill
avenue; East First street, from H street to Summer
street; Federal street, from Franklin street to Dewey
square; Main street, from City square across Alford
street; Public Alleys 818, 819, 820, 821; Shirley street,
from Massachusetts avenue southerly; Summer street,
from Fort Point channel to railroad; Tremont street,
from Common street to Castle street; and Tremont
street, from Hammond street to William Pynchon
square.
About 95,000 square yards of sheet asphalt- and binder
was laid on the following streets, both on macadam base
and concrete base: Amory street, Bayswater street,
Bellvista road, Bexley road, Bowdoin street, Cameron
street, Conant street, Deer street, Dunbar avenue,
East Newton street, Hallam street, Holden street,
Holton street, Justin road, Levant street, Lucerne
street, Matchett street, Mt. Ida road, Parker street,
Perthshire road, Saratoga street, Selwyn street, Smith
street, Tebroc street, Ticknor street, Tovar street,
Walk Hill street, Waupello road, Worcester street,
Worcester square.
About 60,000 square yards of bitulithic pavement
was laid on the following streets: Baird street, Cam-
bridge street, East Broadway, Irma street, Middleton
street, Newbury street, Norfolk street, North Beacon
street, Washington street.
About 70,000 square yards of Topeka pavement was
laid on the following streets: Atwill road, Buckmmster
street, Centre street, Green street, Greenview avenue,
Greenwich street, Hampstead road, Kenton road,
Marble street, Newbern street, Sterling street, Sussex
street, Tremont street, Wachusett 'street, Warwick
street, Westminster street, Weston street, Williams
street, Windsor street.
There were also laid during this year 16,500 yards
of wood block paving; 250,000 yards of concrete base
and 120,000 yards of artificial stone sidewalks.
Among the streets under contract and which will be
repaved early in the coming year is Rutherford avenue
138 City Document No. 26.
(Charlestown), from Cambridge street to Chapman
street, about 3,800 feet in length; Tremont street, from
Dover street to Northampton street, about 3,850 feet in
length; Beacon street, from Massachusetts avenue to
Raleigh street, about 1,250 feet in length, and Hyde
Park avenue, from Metropolitan avenue to River street,
about 5,400 feet in length.
General Plant.
The buildings at several of the yards have been
repaired and painted, the Albany street building at the
South End yard having had a metal roof substituted for
the old shingles.
The nine Buffalo-Pitts steam road rollers have been
continuously employed during the season.
The horses, carts, harnesses, etc., are in fair condition.
Many of the horses are old, some having been transferred
from other divisions. It will be advisable to procure
some young horses to reinforce this branch of the service.
Lighting Service.
The usual provision has been made for skating and
tobogganing at Franklin Field, Franklin Park and Wood
Island Park.
The "White way on Tremont street was extended from
Common street to Arlington street and nine new mag-
netite arc lamps were erected at the Savin Hill Play-
ground and three at Billings Field. On the balustrade
at Marine Park ten two-hundred candle power lamps
were erected.
The usual requests for new lamps have resulted in the
installation of 22 new magnetite arcs, 31 incandescents
and 43 gas lamps at various locations.
During the year the following defects were reported by
the police: Arc lamps, 5,604, incandescents, 2,465 and
gas lamps, 2,668.
Yours respectfully,
James H. Sullivan,
Division Engineer.
Publtc Works Department.
139
HIGHWAY DIVISION — LIGHTING SERVICE.
Financial Statement.
Expenditures, February 1, 1919, to January 31, 1920.
Electric Lighting:
Arc.
Edison Electric Illuminating
Company $391,198 20
Charlestown Gas and Electric
±iU,<JiJ<J U(J
$414,796- 78
Incandescent
Edison Electric Illuminating
Company
$82,023 11
Charlestown Gas and Electric
Company
20 89
82,044 00
Gas Lighting:
Boston Consolidated Gas Com-
pany $195,805 09
Charlestown Gas and Electric
Company
10,583 16
Charlestown Gas and Electric
*
Company fire alarm lamps
399 00
206,787 25
Salaries and Wages:
Division Engineer (part of)
$1,250 00
Clerk
1,693 24
Stenographer and clerk
1,134 09
Lighting inspectors
2,504 73
Pensions
360 00
6,942 06
Automobile Expenses: (2 automobiles)
Storage
$157 42
Registration
20 00
Gasolene, oil, etc
218 99
Shoes and tubes, new and repairs,
179 50
Supplies ....
38 74
Repairs
245 30
859 95
Carried forward ....
$711,430 04
140
City Document No. 26.
Brought forward
Construction:
Changes on account of installation of lamps,
. posts and removing and relocating lamps,
posts, etc., less rebates
Office Expenses:
Printing ....
Postage ....
Stationery and periodicals
Miscellaneous:
Telephone tolls
Travel expenses (car fares)
Teaming lamp-posts
Typewriter inspection
Broken lamps
Wire cages
Lights
Total
$711,430 04
3,170 04
$99 70
25 00
42 55
$10 00
13
20
3
14
12
00
4
80
9
00
2
08
167 25
54 22
. $714,821 55
Revenue Credited to General Revenue.
Lighting Boston and Cambridge bridges
5,074 91
The following is a statement of the work done during
the year under the supervision of the Division Engineer,
Highway Division:
Arc lamps have been provided for skating and tobog-
ganing during the season at Franklin Field, Franklin
Park and Wood Island Park, the same as in years past.
The White Way on Tremont street was extended
from Common street to Arlington square by the installa-
tion of 13 new boulevard lamps. At the Savin Hill
Playground 9 new magnetite arc lamps were erected,
and at Billings Field 3 lamps of the same type were
also erected. On the balustrade of Marine Park 10
200-candle power lamps and on Brookline Bridge 4
100-candle power incandescent lamps were installed.
In addition to these, throughout the city the lighting
system was increased by the installation of 22 new
magnetite arcs and 31 incandescents, and 43 gas lamps
at various locations. The usual amount of regulation
and relocation of lamps and services, made necessary
Public Works Department. 141
by street construction, the building of sewers and other
works, has been conducted throughout the year.
Petitions and requests for new lamps received from
citizens and from officials, also complaints in relation to
the Lighting Service, have been investigated and
attended to. All streets in the underground district
prescribed for the year have been inspected and neces-
sary changes and additions have been made.
The number of miles of streets and ways lighted by
this service is as follows:
Public streets and alleys 603.71
Public footways 1.31
Park roads, footways and private streets and alleys,
approximately 300.00
905.02
During the year the following defects were reported
by the police: Arc lamps, 5,604; incandescent, 2,465;
and gas lamps, 2,668.
There are in operation 19,818 arc incandescents and
gas lamps, divided as follows: 5,318 arcs, 4,619 tungsten
incandescents, 9,737 single mantle gas lamps and 144
fire alarm gas lamps.
Lamps Installed.
Magnetite arc lamps 40
Tungstem lamps 45
Single mantle gas lamps 42
— 127
Lamps Discontinued.
Magnetite arc lamps 2
Tungsten lamps 22
Single mantle gas lamps 22
— 46
■ Net increase 81
142
City Document No. 26.
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143
The following table shows the number of lamps of
various types in use on January 1, 1920, as compared
with the number in use on January 1, 1919:
January,
1920.
January,
1919.
Increase or
Decrease.
Single mantle gas
9,737
144
5,31,8
4,619
9,717
144
5,280
4,596
4-20
Fire alarm gas
Magnetite arc
Tungsten incandescent
4-38
+23
19,818
19,737
+81
Street Lamp Outages.
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, 1919
March
April
May
June
July
August
September
October
November
December
January, 1920.
$21 72
15 89
8 50
15 71
9 32
6 76
7 86
3 45
3 94
9 21
6 66
18 84
$2,462 10
2,305 77
8 98
8 90
10 32
8 22
7 99
3 65
8 24
22 88
56 86
375 31
$180 37
162 95
112 04
105 41
66 16
57 11
101 29
78 60
77 70
210 46
253 66
299 61
$127 86
,279 22
1,705 36
Gas Lighting.
There are 9,737 single mantle gas lamps and 144 open
flame fire alarm signal lamps.
The city furnishes the lamp-posts, the gas company
set the lamp-posts and provides service pipes laid from
the gas mains to the top of the posts, maintain all such
pipes and posts in good condition and repair, furnish
gas, lanterns, burners and all other necessary equip-
ment, including labor for lighting and care.
The Lighting Service provides for the gas, lighting
and care of the fire alarm signal lamps, and the Fire
Department for the lanterns, posts, setting and repairing
of same.
144
City Document No. 26.
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Public Works Department.
145
Electric Lighting.
There are in use 5,318 magnetite arc lamps, 3,287
40 candle power, 1,294 60 candle power, 17 100 candle
power, 10 200 candle power, and 11 500 candle power
tungsten lamps.
The electric companies provide and set the lamp-
posts, except the lamp-posts for incandescent lamps
supplied from underground circuits, furnish lamps,
overhead wires, underground conduits, cables and con-
nections and all other necessary equipment and main-
tain them in good condition and repair.
The lighting rates for electric lamps are in accordance
with the following table:
Description of Lamp.
Fixed Costs
per Lamp
per Hour.
Running
Costs per
Lamp Hour.
$10 80
60 candle power incandescent lamp, series
12 00
i20 cent
100 candle power incandescent lamp, series
18 00
i40 cent
25 00
36 00
•iO0 candle power incandescent lamp, multiple
lfis cents
A discount of 10 per cent is made on the above rates
for lamps in all sections of the city. A deduction at the
rate of 1 cent per hour for lamps of 100 candle power
or less and 5 cents per hour for all other lamps is made
for outages.
Note. — One 60 candle power increased to 100 candle
power.
146
City Document No. 26.
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148 City Document No. 26.
PAVING SERVICE.
The following is a description of the most important
work done during the year.
Granite Block Pavement.
Atlantic avenue, from Broad street to South Market
street, is about 1281 feet in length. A contract to repave the
surface of this street with special cut granite blocks, grout
joints, on a 6-inch concrete base, was awarded to Rossetti &
Co. September 6, 1918. Most of the work under this contract
was done in 1918. In 1919 an order was issued to omit the
artificial stone walks on the easterly side of the street and the
old brick sidewalks were relaid.
Atlantic avenue, from South Market street to Commercial
street, is about 1,335 feet in length. A contract to repave the
surface of the street with special cut granite blocks, grout
joints, on a 6-inch concrete base, was awarded to D'Onfro
Brothers September 13, 1918. In 1918 the westerly side of
the roadway was paved. In 1919 the car tracks on the easterly
side of the street were raised to grade and the roadway was
finished. Artificial stone sidewalks were furnished and laid
under a five-year maintenance guaranty.
Atlantic avenue, from Summer street to Broad street, is
about 2,011 feet in length. A contract for repaving this street
with special cut granite paving blocks, grout joints, on a con-
crete base, was awarded to Bernard E. Grant Company
September 17, 1918. The street is 100 feet in width with a
roadway 76 feet wide and sidewalks 12 feet in width. By
order of the Commissioner of Public Works the laying of the
special cut blocks was omitted and the contractor was ordered
to relay the old blocks. Work was commenced October 16,
1918; suspended December 4, 1918; resumed April 10, 1919, and
finished October 3, 1919. The old concrete base was cleaned
and built up to the proper grade with new concrete, the old
blocks were cleaned, culled and relaid with grout joints. The
straight edgestone, corners and flagging were furnished by the
city and hauled by the contractor. The circular edgestone
and sidewalk bricks were furnished by the city on the line of
the work. All other materials were furnished by the con-
tractor. The tracks of the Union Freight Railway and the
Boston Elevated Railway Company were set to grade and the
area between the rails was paved with old granite blocks, grout
joints, on a 6-inch concrete base. The edgestones were reset
Public Woeks Department. 149
where necessary and the existing brick sidewalks were replaced
with artificial stone. The granite block paving and artificial
stone sidewalks were laid under a five-year maintenance guar-
anty. The former pavement of this street was large granite
blocks with pitch joints on a concrete base. In connection
with this contract, work was done on Northern avenue and
Broad street,
Bennington street, from Central square to Day square, is
about 2,920 feet in length. A contract to repave this street
was awarded to McGuire & McGourty September 5, 1919.
The edgestones were reset and the roadway widened to a
uniform width of 34 feet, a portion of the car tracks being
relaid and the street was paved with recut granite blocks, with
grout joints, on a 6-inch concrete base. The contractor used
what he could of the old blocks on the street and the balance
were cut in the East Eagle street yard and hauled by the
contractor. Artificial stone sidewalks were furnished and laid.
The sidewalks and the pavements were laid under a five-year
maintenance guaranty. The city furnished the circular edge-
stone on the line of work and all other materials were furnished
by the contractor.
Burlington avenue, from Brookline avenue northerly, is
about 511 feet in length. A contract for constructing the
surface of this street was awarded to Gore, Inc., May 17, 1919.
Work was commenced May 16, 1919, and finished July 22, 1919.
It is a 50-foot street with a 34-foot roadway, paved with recut
granite blocks on a 6-inch Portland cement concrete base, with
grout joints, laid under a five-year maintenance guaranty.
The straight edgestone was furnished by the city and hauled
and set by the contractor. The sidewalk bricks were delivered
on the line of work and set by the contractor. All other mate-
rials were furnished by the contractor. About 1,200 square
feet of artificial stone sidewalks were laid under a five-year
maintenance guaranty. The former surface of this street was
gravel.
Cambridge street, from North Russell street to Charles
street, is about 1,304 feet in length. The contract for repaving
this street was awarded to the Central Construction Company
July 9, 1919. Work was started July 2, 1919, and completed
August 18, 1919. Edgestone was set and reset, brick side-
walks relaid and recut granite blocks laid on a 6-inch concrete
base, with grout joints, each side of and between the tracks.
Straight edgestones, paving brick and granite blocks were
furnished by the city and hauled by the contractor. The
circular edgestone was furnished by the city on the line of work.
All other materials furnished by the contractor. The recut
granite block pavement was laid under a five-year maintenance
guaranty.
Charles street, from Boylston street to Beacon street, is
about 1,313 feet in length. A contract to construct a parking
150 City Document No. 26.
place for automobiles by taking part of the westerly sidewalk
was awarded to James Doherty December 3, 1918. The work
on this contract was completed in 1918, except the relaying of
brick sidewalks, which was done in the spring of 1919.
Commercial street, from Hanover street to Prince street,
is about 1,665 feet in length, and Causeway street, from
Prince street to westerly side of Washington Street North, is
about 248 feet in length. A contract to repave these streets
with special cut granite blocks was awarded to B. E. Grant
Company September 13, 1918. Under an order issued by the
Commissioner of Public Works the furnishing of new special
cut blocks was omitted and the relaying of existing blocks with
grout joints was substituted. The contractor reset the edge-
stone, barred up and cleaned the old blocks and relaid them.
The old base was repaired and relaid where necessary. The
Boston Elevated Railway and Union Freight tracks were
relaid and set to grade. Artificial stone walks were furnished
and laid. The city furnished all edgestone required and any
blocks needed to complete the work. All other materials were
furnished by the contractor. The sidewalks and repaving was
done under a five-year maintenance guaranty. Hanover
street, from Charter street to Chelsea Ferry, a distance of
about 786 feet, was repaved with grout joints on the old gravel
base under this contract.
Commercial street, from north side of Fleet street to Han-
over street, is about 1,287 feet in length. A contract to repave
this street with the old granite blocks was awarded to D'Onfro
Brothers May 16, 1919. The contractors, paved the roadway
with the old block with grout joints. The old concrete base
was repaired and relaid where necessary, the edgestone reset
and artificial stone sidewalks furnished and laid. The car
tracks were reset to grade. The roadway was paved and the
sidewalks laid under a five-year maintenance guaranty. The
city furnished the circular edgestone and all the other materials
were furnished by the contractor.
Dorchester avenue, from 152 feet north of Rawson street
across Savin Hill avenue and an extension of the contract from
152 feet north of Rawson street to Andrew square, is about
5,830 feet in length and 60 feet in width with a 10-foot sidewalk.
A contract for this street was awarded to William J. Barry
September 17, 1918. The roadway was paved with recut
granite blocks, with grout joints, on a 6-inch concrete base and,
where directed, wit^h 35-inch hard pine wood blocks, with sand
joints, on a cement mortar bed on a 6-inch concrete base,
under a five-year maintenance guaranty. The circular edge-
stone was delivered on the line of work and set by the contrac-
tor where directed. The existing edgestone was reset by the
contractor and the sidewalks were laid with artificial stone
under a maintenance guaranty for five years All other mate-
rials were furnished by the contractor. The car tracks were
Public Works Department. 151
set to grade by the Boston Elevated Railway Company and
the area between the rails was paved with recut granite blocks,
grout joints, on a 6-inch concrete base, and, where directed, with
wood block> with sand joints, on a mortar bed on a 6-inch
concrete base. The former pavement on this street was granite
block with gravel joints.
East First street, from H street across Summer street, is
about 1,687 feet in length. A contract for paving this street
was awarded to G. Ferullo Company May 17, 1919. Work
was commenced June 3, 1919, and finished August 13, 1919.
It is a 50-foot street with a 34-foot roadway, paved with second-
hand granite blocks, with grout joints, on a gravel base, under a
five-year maintenance guaranty. The straight edgestone was
furnished by the city and hauled and set by the contractor.
The sidewalk bricks were delivered on the line of work and
laid by the contractor. Part of the second-hand paving
blocks were delivered on the line of the work, the rest were
hauled by the contractor from the Fifth street lot. All other
materials were furnished by the contractor. The street was
formerly surfaced with macadam.
Federal street, from Milk street to Dewey square, is about
1,293 feet in length. A contract for paving this street with
recut granite blocks and wood blocks was awarded to James
Doherty October 22, 1919. Work was commenced October 23,
1919, and suspended December 30, 1919. The roadway is 40
feet in width with sidewalks 10 feet in width. The contractor
did the excavating and reset the edgestone where directed.
The old concrete base was cleaned and brought up to grade
with new concrete. From Milk street across Franklin street
the roadway was paved with wood blocks, on a cement mortar
bed, with sand joints. There remains about 380 square yards
of wood blocks to be laid in 1920. From Franklin street to
Dewey square the roadway was paved with recut granite
blocks. All materials were furnished by the contractor. The
car tracks were set to grade by the Boston Elevated Railway
Company and the area between the rails paved to conform
with the work done by the contractor, excepting where granite
blocks were laid they were not recut. The former surface of
this street was granite block with pitch joints on a concrete
base. Work will be resumed in the spring of 1920.
Main street, from City square across Alford street, is about
5,690 feet in length. A contract for repaving this street with
recut granite blocks, with grout joints, on a concrete base,
was awarded to William J. Barry June 10, 1919. Work was
commenced July 14, 1919, and suspended January 8, 1920.
The roadway is from 33 to 65 feet in width, with sidewalks
7 to 15 feet in width. The contractor excavated the roadway,
set the edgestone, and paved the roadway with recut granite
blocks, with grout joints, on a 6-inch Portland cement con-
crete base. The brick sidewalks were replaced with artificial
152 City Document No. 26.
stone on existing foundation. The straight edgestone and
corners were furnished by the city and hauled by the con-
tractor. The circular edgestone was delivered at the line of
work. The granite blocks used were recut by the contractor
on the street and at the Massachusetts avenue lot. All other
materials were furnished by the contractor. The recut granite
block pavement and the artificial stone sidewalks were laid
under a five-year maintenance guaranty. The car tracks
were set to grade by the Boston Elevated Railway Company
and the area between the rails paved with recut granite blocks,
with grout joints, on a 6-mch concrete base. The roadway
and sidewalks are finished from City square across Mead
street, and the south roadway from Mead street across Alford
street. The former surface of the street was granite block,
gravel base and joints, with brick sidewalks. Work will be
resumed early in the spring of 1920.
Public Alley No. 818, from St. Stephen street to Public
Alley No. 819, is about 893 feet in length. A contract to con-
struct this alley was awarded to John McCourt Company
March 10, 1919. The contractor did the subgrading, hauled
and set the edgestone, laid a 6-inch concrete base in the road-
way, and hauled and laid the recut granite blocks with grout
joints, under a five-year maintenance guaranty. Work on
this alley was suspended on account of sewer construction and
only 197 feet of the total length was constructed. The city
furnished the circular stone on the line of work, the straight
edgestone at the South End yard, and the recut granite blocks
at the Massachusetts avenue lot. All other materials were
furnished by the contractor.
Public Alley No. 819, from Westland avenue to Batavia
street, is about 224 feet in length. A contract to construct
this alley was awarded to the John McCourt Company March
10, 1919. The contractor did the subgrading, hauled and set
the straight edgestone, laid a 6-inch concrete base in the road-
wa}', hauled and laid the recut granite blocks with grout joints,
furnished and laid artificial stone sidewalks and where there
was no sidewalk, backed the edgestone to the street line with
concrete backing. The sidewalks and roadway were laid under
a five-year maintenance guaranty. The city furnished the
edgestone and recut blocks and the contractor furnished all
other materials required.
Public Alley No. 820, from Huntington avenue to St.
Botolph street, is about 248 feet in length. A contract to
construct this alley was awarded to John McCourt Company
March 10, 1919. The contractor did the subgrading, hauled
and set the straight edgestone, and set the circular edgestone,
laid a 6-inch concrete base in the roadway and hauled and laid
the recut granite blocks with grout joints. They furnished
and laid the artificial stone sidewalks, and backed the edge-
stone to the street line with concrete backing where there were
Public Works Department. 153
no sidewalks. The sidewalks and roadway were laid under a
live-year maintenance guaranty. The. contractor built a
concrete retaining wall and erected iron fences at the Huntington
avenue end of the. alley. The city furnished the edgestone and
the recut paving blocks and the contractors furnished all other
materials necessary to do the work.
Public Alley No. 821, from Gainsborough street to Public
Alley No. 820, is about 455 feet in length. A contract to con-
struct this alley was awarded to John McCourt Company
March 10, 1919. The contractors did the subgrading, hauled
and set the straight edgestone and set the circle stone, laid a
6-inch concrete base in the roadway and paved it with recut
granite blocks, with grout joints. They furnished and laid
artificial stone sidewalks, also concrete backing for the edge-
stone where there were no walks. The sidewalks and road-
way were laid under a five-year maintenance guaranty. The
city furnished the edgestone and recut blocks and all other
materials necessary were furnished by the contractor.
Rutherford avenue, from Cambridge street to Chapman
street, is about 3,800 feet in length. A contract to repave the
surface of this street was awarded to Coleman Brothers
November 24, 1919. This street is to be repaved with recut
granite blocks on a 6-inch concrete base, with grout joints;
the edgestone reset and the brick sidewalks relaid. Owing to
the lateness of the season work was not started.
Shirley street, from Massachusetts avenue to 400 feet
southerly, is 400 feet in length. A contract to pave this road-
way with second-hand granite blocks was awarded to Gore,
Inc., May 16, 1919. The contractor reset the edgestone,
relaid the brick sidewalks, removed the old granite block
gutters and paved the roadway with second-hand granite
blocks, with grout joints. Considerable repaving was done
beyond the limit's of the contract on Shirley street and in
Massachusetts avenue. The contractors hauled the second-
hand blocks from the Massachusetts avenue lot. The city
furnished the paving blocks and sidewalk brick and all other
materials were furnished by the contractor.
Summer street, from Fort Point channel to bridge over
New York, New Haven & Hartford Railroad, is about 7,615
feet in length. A contract for paving this street with recut
granite blocks was awarded to John McCourt Company
July 9, 1919. Work was commenced July 9, 1919, and finished
September 20, 1919. It is a 100-foot street with a 76-foot
roadway and sidewalks 12 feet in width. By order of the Com-
missioner of Public Works, the recutting of the granite blocks
were omitted and the roadway was paved with the existing
granite blocks on a 6-inch Portland cement concrete base
with a sand bed, cement grout joints. The edgestone was
reset where necessary. The old artificial stone sidewalks were
removed where directed and replaced with new artificial stone.
154 City Document Xo. 26.
All materials were furnished by the contractor. The granite
block paving and the artificial stone sidewalks were laid under
a five-year maintenance guaranty. The car tracks were set
to grade by the Boston Elevated Railway Company, and the
area between the rails paved with existing granite blocks on
a 6-inch Portland cement concrete base with grout joints.
The former surface of the street was granite block with gravel
base and joints.
Tremont street, from Common street to Castle street,
is about 1,200 feet in length. A contract for paving this street
with special cut granite paving blocks was awarded to James
Dohertv September 18, 1918. Work was commenced March
27, 1919. and finished July 19, 1919. The roadway is 40 to 45
feet in width with sidewalks 10 feet wide. The contractor
did the excavating, reset the edgestone, paved the roadway
and laid the artificial stone sidewalks. The straight edgestone
and corners were furnished by the city and hauled by the con-
tractor. The circular edgestones were furnished on the fine
of the work. The artificial stone sidewalks were laid on the
existing foundation. The car tracks were set to grade by the
Boston Elevated Railway Company, and the area between
the rails was paved with recut granite blocks, grout joints, on
a 6-inch concrete base. The granite block paving and arti-
ficial stone sidewalks were laid under a five-year maintenance
guaranty. The former surface of the street was granite blocks,
pitch joints and concrete base, from Common street to Broad-
way, and granite blocks, gravel base and joints, between Broad-
way and Castle street. In connection with this contract, work
was done on Shawmut avenue, Church street, Jefferson street
and Corning street.
Tremont street, from Hammond street to William Pynchon
square, is about 3,550 feet in length. A contract to repave
tins street with recut granite blocks was awarded to B. E.
Grant Company July 9, 1919. The contractor reset the
edgestone, relaid the brick sidewalks, recut the old granite
blocks, subgraded the street and laid the recut blocks on a
6-inch concrete base with grout joints. Considerable repaving
was done on the approaches. The recut blocks were laid
under a five-year maintenance guaranty. The city furnished
the circular edgestone and sidewalk bricks required and all
other materials were furnished by the contractor.
Washington street, from Forest Hills to Archdale road,
is about 2,745 feet in length. The contract for con-
structing the surface of tins street was awarded to Simpson
Brothers Corporation June 28, 1918. It is a 60-foot street
with granite edgestone, 8- foot artificial stone sidewalks, and
the roadway is paved with 5-inch granite blocks on 6-inch base,
with grout joints, except tracks which are recut blocks. Work
was begun July 13, 1918, suspended December 16, 1918, and
completed May 31, 1919. The work this year consisted of
Public Works Department. 155
paving the easterly side and between the tracks. The pave-
ment was laid under a five-year maintenance guaranty and
the materials were furnished by the contractor.
Asphalt Pavement.
Amory street, from Green street to 140 feet north of
Atherton street, is about 3,404 feet in length. A contract for
completing this street was awarded to the Central Construction
Company October 22, 1919. Work was begun October 23,
1919, and completed December 18, 1919. The edgestone was
reset in part, driveways paved with granite blocks on gravel
base, grout joints, and a sheet asphalt pavement laid on
macadam base. The brick sidewalks between Boylston street
and 140 feet north of Atherton street were laid or relaid.
A small amount of straight edgestone and the circular edge-
stone were furnished by the city on the line of work. All
other materials were furnished by the contractor. The sheet
asphalt pavement was laid under a five-year maintenance
guarant}^.
Bayswater street, from Austin avenue to Waupello road,
is about 669 feet in length. (See "Assessment Streets.")
Bell vista Road, from Allston street to the Brookline line,
is about 891 feet in length. (See "Assessment Streets.")
Bexley road, from Washington street to Florence street, is
about 798 feet in length. (See "Assessment Streets.")
Bowdoin street, from 78 feet west of Mt. Ida road across
Topliff street, is about 1,156 feet in length. A contract for
constructing the surface of this street was awarded to the
Bermudez Company September 20, 1919. Work was begun
November 11, 1918, and suspended December 17, 1918. Work
was resumed April 21, 1919, and completed May 7, 1919. It
is a 60-foot street with a 40-foot asphalt roadway on a macadam
base, with a double track in the center, paved with granite
blocks on a concrete base, 10-foot artificial stone sidewalks
with granite edgestones. The granite paving blocks were fur-
nished by the city and hauled by the contractor. The surplus
paving materials were hauled to the city yard by the contractor.
The asphalt pavement and artificial stone sidewalks were laid
under a five-year maintenance guaranty.
Cameron street, from Hancock street about 538 feet
westerly, is about 538 feet in length. (See "Assessment
Streets. ")
Conant street, from Huntington avenue to Parker street, is
about 1,556 feet in length. A contract to resurface this street
with an asphalt pavement was awarded to the Bermudez
Company September 19, 1919. The contractor regulated the
edgestone, granite block gutters and brick sidewalks where
necessary, and paved the roadway with asphalt on the old
macadam foundation, under a five-year maintenance guaranty.
156 City Document No. 26.
The city furnished the circular edgestone and sidewalk brick;
all other materials were furnished by the contractor.
Deer street, from Melvinside terrace to Roach street, is
about 545 feet in length. (See "Assessment Streets.")
Dunbar avenue, from Washington street to about 482 feet
westerly. (See "Assessment Streets.")
East Newton street, from Washington street to Albany
street, is about 1,348 feet in length. A contract to pave this
street with asphalt was awarded to the Bermudez Company
April 5, 1919. They reset the edgestone, relaid the brick side-
walks, removed the old granite block gutters and cross walks,
prepared the subgrade and paved the roadway with sheet
asphalt on the old macadam for a foundation. In connection
with this contract, West Newton street, from Washington
street to Shawmut avenue, was paved in a similar manner.
The asphalt was laid under a five-year maintenance guaranty.
The city furnished the circular edgestone and the sidewalk
bricks; all other materials were furnished by the contractor.
Hallam street, from Dorchester avenue to Auckland street,
is about 321 feet in length. (See "Assessment Streets.")
Holden street, from Columbia road to about 400 feet
northerly. (See "Assessment Streets.")
Hoi ton street, from Everett street to Antwerp street, is
about 726 feet in length. (See "Assessment Streets.")
Justin road, from Bigelow street to Atkins street, is about
467 feet in length. (See "Assessment Streets.")
Levant street, from Geneva avenue to Topliff street, is
about 689 feet in length. (See "Assessment Streets.")
Lucerne street, from Callender street to Woodrow avenue,
is about 812 feet in length.
Matchett street, from Perthshire road about 68 feet
southerly. (See "Assessment Streets. ")
Mt. Ida road, from 254 feet south of Marie street to Robin-
son street, is about 886 feet in length. (See "Assessment
Streets.")
Parker street, from Tremont street across Conant street, is
about 653 feet in length. A contract to pave the surface of this
street with sheet asphalt was awarded to the Bermudez Com-
pany September 19, 1919. The contractor reset the edgestone,
removed the old granite block gutters and crosswalks, prepared
the subgrade and paved the street with sheet asphalt on the
old macadam foundation and laid brick sidewalks. The
asphalt pavement is laid under a five-year maintenance guar-
anty. The city furnished the circular edgestone and sidewalk
bricks and all other materials were furnished by the contractor.
Perthshire road, from Bigelow street to Matchett street,
is about 593 feet in length. (See "Assessment Streets. ")
Saratoga street, from Chelsea street to Bennington street,
is about 5,924 feet in length. A contract to pave the surface
Public Works Department. 157
of this street with asphalt was awarded to the Bermudez Com-
pany September 13, 1918. The edgestone was reset, most of
the subgrading done, a large part of the concrete base laid and
about half the sheet asphalt laid in 1918. This year the base
and asphalt pavement and the artificial stone sidewalks were
completed July 7, 1919. In connection with this contract,
Moore street, from Saratoga street to Bennington street, and
Chelsea street, from Saratoga street to Bennington street, were
paved with asphalt, laid on the old macadam for a foundation.
All the asphalt pavement and artificial stone sidewalks were
laid under a five-year guaranty. The city furnished all edge-
stone and sidewalk bricks required and the contractor fur-
nished all other materials required to complete the work.
Selwyn street, from Farquhar street to 1,174 feet north-
easterly. (See "Assessment Streets.")
Smith street, from Huntington avenue to St. Alphonsus
street, is about 584 feet in length. A contract to pave the
surface of this street with sheet asphalt was awarded to the
Bermudez Company September 19, 1919. The contractor
reset the edgestone, removed the old block gutters and cross-
walks, prepared the subgrade, paved the street with sheet asphalt
on the old macadam foundation and relaid the brick sidewalks.
Smith street, from Phillips street to Parker street, is about
609 feet in length. A contract to pave the surface of this
street with sheet asphalt was awarded to the Bermudez Com-
pany September 19, 1919. The contractor reset the edgestone,
removed the old block gutters and crosswalks, paved the street
with sheet asphalt on the old macadam foundation, laid some
new brick sidewalks and relaid the old brick sidewalk. The
asphalt pavement was laid under a five-year maintenance
guaranty. The city furnished the circular edgestone and
sidewalk bricks and all other materials necessary to do the
work were furnished by the contractor.
Tebroc street, from Bowdoin street to Levant street, is
about 212 feet in length. (See "Assessment Streets.")
Ticknor street, from Marine road to Columbia road, is
about 375 feet in length. (See "Assessment Streets.")
Tovar street, from Bowdoin street to Cameron street, is
about 200 feet in length. (See "Assessment Streets.")
Tremont street, from Dover street to Northampton, street,
is about 3,850 feet in length. A contract for repaving this
street with sheet asphalt was awarded to B. E. Grant Company
November 18, 1919. This street is 100 feet in width with a
roadway of 70 feet and sidewalks 15 feet in width. Work was
commenced December 31, 1919. The work done this year
consisted of laying about 461 square yards of recut granite
blocks with grout joints on a 6-inch concrete base in the dummy,
between Milford street and Upton street. Work will be resumed
early in the spring of 1920.
158 City Document No. 26.
Walk Hill street, from Blue Hill avenue across Fottler
road, is about 710 feet in length. (See "Assessment Streets.")
Waupello road, from Bayswater street to Saratoga street.
is about 408 feet in length. (See "Assessment Streets.")
Worcester street, from Columbus avenue to Washington
street, is about 1,810 feet in length. A contract to pave the
surface of this street with sheet asphalt was awarded to the
Central Construction Company October 16, 1919. The con-
tractor reset the edgestone and relaid the brick sidewalks,
removed the granite block gutters and crosswalks, subgraded
the roadway and paved it with sheet asphalt on the old mac-
adam foundation. The pavement was laid under a five-year
maintenance guaranty. The city furnished the edgestone and
sidewalk bricks. All other materials were furnished by the
contractor.
Worcester square, from Washington street to Harrison
avenue, is about 690 feet in length. A contract to pave the
surface of this street was awarded to the Central Construction
Company October 16, 1919. The contractor reset the edgestone
and relaid the brick sidewalks, removed the old block gutters
and crosswalks, subgraded the roadway and paved it with
sheet asphalt on the old macadam foundation, under a five-
3'ear maintenance guaranty. The city furnished the circular
edgestone and sidewalk brick. All other materials were fur-
nished by the contractor.
Bitulithic Pavement.
Baird street, from Blue Hill avenue to Morton street, is
about 545 feet in length. (See "Assessment Streets.")
Cambridge street, from Brighton avenue to Henshaw
street (Brighton), is about 3,901 feet in length. A contract to
pave the surface of this street with bitulithic pavement was
awarded to Warren Brothers Company July 1, 1919. The
car tracks were set to grade and paved with recut granite
blocks with grout joints, the edgestones were reset where
necessary and the artificial stone sidewalks were furnished and
laid where necessary. The roadway was subgraded and paved
with bitulithic pavement on the old macadam base. The side-
walks and roadways were laid under a five-year maintenance
guaranty. The contractors furnished all materials except the
edgestones, which were furnished by the city. Tree pits were
constructed on the northerly side of the street and considerable
work was done on Warren street, at the Cambridge street
approach.
East Broadway, from Dorchester street to L street, is about
2,755 feet in length. A contract for constructing the surface
of this street was awarded to Warren Brothers Company
October 8, 1918. Work was commenced March 10, 1919, and
completed July 30, 1919. It is an 80-foot street with 15-foot
Public Works Department. 159
artificial stone sidewalks with granite edgestone; a 50-foot
roadway paved with 2-inch bitulithic on a 6-inch cement con-
crete base and has a double track in the center, paved with
grouted granite blocks on a concrete base. The circular edge-
stone was furnished by the city on the line of work. The new
paving blocks and corners were furnished by the city and
hauled by the contractor. The contractor furnished all the
other materials and hauled the old sidewalk brick, paving
blocks and other surplus materials to places designated by the
commissioner. The artificial stone sidewalks, granite blocks
and bitulithic pavements were laid under a five-year main-
tenance guaranty.
Irrna street, from Callender street to Woodrow avenue, is
about 598 feet in length. (See "Assessment Streets. ")
Middleton street, from Theodore street across Wildwood
street, is about 242 feet in length. (See "Assessment Streets.")
Newbury street, from Arlington street across Fairfield street,
is about 3,024 feet in length. A contract for paving this street
with bitulithic on a macadam foundation, was awarded to
Warren Brothers Company April 8, 1919. Work was com-
menced April 28, 1919, and finished July 12, 1919. It is a
60-foot street with a 36-foot roadway and sidewalks 12 feet in
width. The existing edgestones were reset where necessary.
The old macadam roadway was brought up to grade by exca-
vating and the addition of crushed stone, and after being
thoroughly rolled, was covered with a 2-inch bitulithic pave-
ment. The sidewalks were constructed with artificial stone on
the existing foundation. The straight edgestone and corners
used were furnished by the city and delivered on the line of
work. All other materials were furnished by the contractor.
The bitulithic pavement and artificial stone sidewalks were
laid under a five-year maintenance guaranty. An extension
of the contract was made to include Exeter street, from Boyls-
ton street to Commonwealth avenue. This street was con-
structed the same as Newbury street. The former surface of
the street was macadam with brick sidewalks.
Norfolk street, from Corbet street to Mascot street, is about
230 feet in length. (See "Assessment Streets.")
North Beacon street, from Cambridge street to Market
street, is about 3,267 feet in length. (See "Assessment
Streets.") '
Washington street, Brighton, from Market street to
Tremont street, is about 4,120 feet in length. A contract to
pave the surface of this street with bitulithic pavement was
awarded to Warren Brothers Company October 8, 1919. The
contractor hauled and set the new straight edgestone, set the
circle stone, reset the old edgestone, removed the old granite
block gutters and crosswalks; subgraded the roadway and are
laying a bitulithic pavement on the old macadam foundation.
The car tracks were relaid and paved with recut granite blocks
160 Cm Document No. 26.
on a concrete base and grout joints. The south side of the
roadway, between Oakland and Lake streets, is paved with
recut granite blocks on a concrete base, with grout joints, on
account of heavy teaming and a steep grade. The contractors
are furnishing and laying artificial stone sidewalks. These
sidewalks and pavements are laid under a five-year maintenance
guaranty. This work was started so late in the fall that it will
be necessary to complete it in the spring of 1020. The city
furnished the new edgestone and the granite paving blocks.
All other materials are furnished by the contractor.
Topeka Pavement.
Atwill road, from Park street to Richwood street, is about
215 feet in length. (See "Assessment Streets. ")
Buckminster street, from Commonwealth avenue to
Allston Street Playground, is about 500 feet in length. (See
"Assessment Streets.")
Centre street, from Eliot street across Allendale street, is
about 5.550 feet in length. A contract for constructing this
street was awarded to the Howe Contracting Company June
10. 1010. Work was begun June 4. 1010. and completed Sep-
tember 6, 1919. A Topeka pavement was laid on a macadam
base, a comparatively small amount of edgestone was reset,
granite block hips. 12 inches wide, on a gravel base with gravel
joints, were laid where no edgestone existed and crushed stone
sidewalks were graded and surfaced with crushed stone and
dust. The edgestone was furnished by the city on the line of
work. Granite blocks were furnished by the city and hauled
by the contractor. All other materials were furnished by the
contractor. The Topeka pavement was laid under a five-year
ma hit enanc e guaranty .
Centre street, from 400 feet east of Manthorne road to
Redlands road, is about 660 feet in length. i,See "Assessment
Streets.")
Centre street, South street to Spring street, is about 6,310
feet in length. (,See "Assessment Streets.")
Green street, from Washington street across Call street, is
about SSS feet in length. A contract for constructing this street
was awarded to the Central Construction Company October 22.
1010. Work was begun October 20, 1010, and suspended
December 15. 1010. The edgestone was reset, sidewalks pre-
pared for artificial stone and a Topeka pavement laid on a
6-inch concrete base. The work of constructing the sidewalks
will be completed as soon as the weather conditions permit. All
materials were furnished by the contractor.
Greenview avenue, from Centre street to 415 feet southerly.
See "Assessment Streets.")
Greenwich street, from Westminster street to Warwick
street, is about 362 feet in length. A contract to pave this
Public Works Department. 161
street with a Topeka pavement was awarded to the Central
Construction Company June 16, 1919, who reset the edgestone,
furnished and laid artificial stone sidewalks, subgraded the
roadway and paved it with Topeka pavement on a 6-inch con-
crete base. The sidewalks and roadway were laid under a
five-year maintenance guaranty. The city furnished the edge-
stone that was required and all other materials were furnished
by the contractor.
Hampstead road, from the Arborway about 992 feet
northwesterly. (See "Assessment Streets.")
Harvard street, from Fabyan street to beyond Brookview
street, is about 600 feet in length. (See " Assessment Streets.")
Hyde Park avenue, from Metropolitan avenue to River
street, is about 5,400 feet in length. (See "Assessment
Streets.")
Hyde Park avenue (westerly side), from River street about
137 feet northerly. (See "Assessment Streets.")
Kenton road, from Washington street about 884 feet east-
erly. (See "Assessment Streets.")
Marble street, from Westminster street to Warwick street,
is about 375 feet in length. A contract to pave the suiface of
this street was awarded to the Central Construction Company
April 10, 1919. The contractor reset the edgestone, fur-
nished and laid the artificial stone sidewalks, subgraded the
roadway and paved it with Topeka pavement on a 6-inch
concrete base. The walks and roadway were laid under a
five-year maintenance guaranty. The city furnished the circle
stone and all other materials were furnished by the contractor.
Under this contract, a part of Hubert street was repaired where
it had settled. Edgestone was reset, sidewalks rebuilt and the
roadway was resurfaced with Topeka at Westminster street.
Newbern street, from Sterling street to Weston street, is
about 270 feet in length. A contract to repave this street with
Topeka pavement was awarded to the Central Construction
Company June 16, 1919. The contractor reset the edgestone,
furnished and laid the artificial stone sidewalks, subgraded the
roadway and paved it with Topeka pavement on a 6-inch con-
crete base. The walks and roadways were laid under a five-year
maintenance guaranty. The city furnished the circle stone
and all other materials were furnished by the contractor.
Sterling street, from Washington street to Tremont street,
is about 1,729 feet in length. A contract to pave this street was
awarded to the Central Construction Company April 10, 1919.
The contractor hauled and set the edgestone, reset the old edge-
stone, furnished and laid the artificial stone sidewalks, sub-
graded the roadway and paved it with a Topeka pavement on a
6-inch concrete base. The sidewalks and roadway were laid
under a five-year maintenance guaranty. The city furnished
the new straight edgestone and circle edgestone. The con-
tractor furnished all other materials necessary to do the work.
162 City Document No. 26.
Sussex street, from Hammond street to Warwick street,
is about 276 feet in length. A contract to pave the surface
of this street was awarded to the Central Construction Com-
pany June 16, 1919. The contractor reset the edgestone,
furnished and laid the artificial stone sidewalks, subgraded
the roadway and paved it with Topeka pavement on a 6-inch
concrete base. The roadway and sidewalks were laid under
a five-year maintenance guaranty. The city furnished the
circle stone and all other materials were furnished by the
contractor.
Tremont street, from Castle street to Dover street, is
about 830 feet in length. A contract for paving this street
with Topeka pavement and recut granite blocks was awarded
to the Rowe Contracting Company September 17, 1918.
Work was commenced March 20, 1919, and finished June 2,
1919. The roadway is 52 to 70 feet in width with sidewalks
13 feet in width. The contractor did the excavating, reset
the edgestone, paved the roadway and laid the artificial stone
sidewalks. The brows, edgings and dummy were paved with
recut granite blocks, with grout joints, on a 6-inch concrete
base. The balance of the roadway was paved with 2-inch
Topeka pavement on a 6-inch Portland cement concrete base.
The straight edgestone and corners were furnished by the city
and hauled by the contractor. The circular edgestone and
sidewalk bricks were furnished by the city at the line of work.
All other materials were furnished by the contractor. The
car tracks were set to grade by the Boston Elevated Railway
Company and the area between the rails paved with recut
granite blocks, grout joints, on a 6-inch concrete base. The
recut granite blocks, Topeka pavement and artificial stone
sidewalks were laid under a five-year maintenance guaranty.
The former surface of the street was granite block, gravel
base and joints. In connection with this street, work was
done on Appleton street and Compton street.
Wachusett street, from Walk Hill street to Eldridge road,
is about 935 feet in length. (See "Assessment Streets.")
Warwick street, from Hammond street to Ruggles street,
is about 1,368 feet in length. A contract to pave the surface
of this street was awarded to the Central Construction Company
April 10, 1919. The contractor hauled and set the new edge-
stone, subgraded the roadway and paved it with Topeka
pavement on a 6-inch concrete base, and furnished and laid
the artificial stone sidewalks. The sidewalks and pavement
were laid under a five-year maintenance guaranty. The city
furnished the new edgestone and all other materials necessary
to do the work were furnished by the contractor.
Westminster street, from Hammond street to Ruggles
street, is about 1,152 feet in length. A contract to pave the
surface of this street was awarded to the Central Construction
Company April 10, 1919. The contractor hauled and set
Public Works Department. 163
the new edgestone required, reset the old edgestone, subgraded
the roadway and paved it with a Topeka pavement on a
6-inch concrete base, and furnished and laid artificial stone
sidewalks. The sidewalks and roadway were laid under a
five-year maintenance guaranty. The city furnished the new
edgestone and all other materials were furnished by the con-
tractor.
Weston street, from Warwick street to Tremont street, is
about 555 feet in length. A contract to pave the surface of
this street was awarded to the Central Construction Com-
pany June 16, 1919. The contractor set the new edgestone
and reset the old, subgraded the roadway and paved it with
a Topeka pavement on a 6-inch concrete base, and furnished
and laid the artificial stone sidewalks. The sidewalks and
Topeka pavement were laid under a five-year maintenance
guaranty. The city furnished the new edgestone and the
contractor furnished all the other materials required.
Williams street, from Washington street to Westminster
street, is about 962 feet in length. A contract to pave the
surface of this street was awarded to the Central Construction
Company June 16, 1919. The contractor hauled and set the
new straight edgestone, set the circular stone and reset the
old edgestone*, subgraded the roadway and paved it with a
Topeka pavement on a 6-inch concrete base, and furnished
and laid artificial stone sidewalks. The sidewalks and pave-
ment were laid under a five-year maintenance guaranty. The
city furnished the new edgestone, and all other materials were
furnished by the contractor. The contractor also did con-
siderable repaving on Shawmut avenue.
Windsor street, from Shawmut avenue to Cabot street,
is about 958 feet in length. A contract to pave the surface
of this street was awarded to the Central Construction Com-
pany June 16, 1919. The contractor hauled and set the new
straight edgestone, set the circular stone, reset the old edgestone,
subgraded the roadway and paved it with a Topeka pave-
ment on a 6-inch concrete base and furnished and laid artificial
stone sidewalks. The sidewalks and the Topeka pavement
were laid under a five-year maintenance guaranty. Con-
siderable repaving was done on Shawmut avenue in connection
with this street. The city furnished the new edgestone and
all other materials were furnished by the contractor.
York street, from Glenway street to Greenwood street, is
about 440 feet in length. (See "Assessment Streets.")
Wood Block Pavement.
Beacon street, from Massachusetts avenue to Raleigh street,
was awarded to James Doherty October 22, 1919, for a new
wood block pavement. No work was done under this con-
tract this year.
164 City Document No. 26.
Dorchester avenue, 152 feet south of Rawson street,
across Savin Hill avenue. (See "Granite Block.")
East Fourth street, from K street, across P street, is about
2,813 linear feet. A contract for constructing the surface of
this street was awarded to John E. Quinn May 7, 1919. Work
was begun May 28, 1919, and suspended January 8j 1920.
It is a 50-foot street, with artificial stone sidewalks, about
8 feet in width, granite edgestone, and a roadway about 34
feet in width. The roadway is paved with 3 '-inch wood
block on a 6-inch concrete base from K street to L street, and
a double car track from L street to P street. The tracks
are paved partly with wood block and partly with granite
block, all on a concrete base. The circular edgestone was
furnished by the city on the line of the work. The contractor
furnished all the other new materials and hauled the old side-
walk bricks, paving blocks and other surplus materials to
places designated by the commissioner. The greater part of
the artificial stone sidewalks has been completed and the road-
way paved from K street to a point near P street, with the
exception of the intersections of the cross streets, when the
work was suspended on account of cold weather. Work will
be resumed in the spring.
Federal street, from Milk street to Dewey square, is about
1,293 feet in length. (See " Granite Block.")
Kilby street, from State street to Milk street, is about 638
feet in length. A contract for paving this street with wood
block and sheet asphalt was awarded to James Doherty July
25, 1919. Work was begun July 25, 1919, and completed
October 15, 1919. The existing asphalt pavement was re-
moved and the old concrete base was brought up to grade,
either by chipping where it was high or by the addition of new
concrete base where it was low. Some of the old base was
found to be in poor condition and was removed and replaced
with new concrete. The wood blocks were laid on ^-inch
cement mortar bed with sand joints. The approaches were
resurfaced with asphalt. All materials were furnished by the
contractor. The wood block and asphalt were laid under a
five-year maintenance guaranty. The former pavement on this
street was asphalt.
Bituminous Macadam.
Fay wood avenue, from Orient avenue to Tower street,
is about 1,257 feet in length. (See " Assessment Streets.")
Malverna road, from Metropolitan avenue to Ethel street,
is about 414 feet in length. (See "Assessment Streets.")
Mascot street, from Ballou avenue to Norfolk street, is
about 194 feet in length. (See "Assessment Streets.")
Public Works Department. 165
Assessment Streets.
Atwill road, from Park street to Richwood street, is about
215 feet in length. A contract for constructing this street
was awarded to the Rowe Contracting Company August 15,
1919. Work was commenced August 11, 1919, and finished
October 22, 1919. It is a 40-foot street with granite edge-
stones (northerly side on crushed stone and concrete founda-
tion), artificial stone sidewalks 7 feet wide, except on the
northerly side where a walk 5 feet in width was constructed,
leaving a loam space and banking 2 feet wide for a distance
of about 90 feet from Park street, and has a Topeka pavement
on a 4-inch concrete base, with granite block brows at Park
street, laid on a 4-inch concrete base. The straight edge-
stone and corners were furnished by the city and hauled by
the contractor. A few granite blocks were furnished by the
city on the line of work. All other materials were furnished
by the contractor. The Topeka pavement and artificial stone
sidewalks were laid under a five-year maintenance guaranty.
Baird street, from Blue Hill avenue to Morton street, is
about 545 feet in length. A contract for constructing the
surface of this street was awarded to Warren Brothers Company
March 10, 1919. Work was started March 11, 1919, and,
completed June 3, 1919. It is a 40-foot street with 7-foot
artificial stone sidewalks and granite edgestones and a 26-
foot bitulithic roadway on a 4-inch cement concrete base.
The straight edgestone was furnished by the city and hauled
by the contractor. The circular edgestone was furnished by
the city on the line of work. All other materials were
furnished by the contractor. The contractor hauled the
surplus excavated materials to Middleton street. About 440
square yards of bitu ithic wearing surface on existing macadam
base were used to connect the new pavement with the existing
surface of Bue Hill avenue and Morton street. The bitulithic
pavement and artificial stone sidewalks were laid under a
five-year maintenance guaranty.
Bayswater street, from Austin avenue to Waupello road,
is about 669 feet in length. A contract to construct this street
was awarded to James Doherty March 26, 1919. This street,
as constructed, is 50 feet wide with a 34-foot roadway and
8-foot sidewalks. The street was subgraded and widened on
the water side with filling furnished by the contractor; the
roadway was paved with asphalt on a 4-inch concrete base;
the northerly sidewalks were constructed of artificial stone and
the southerly sidewalks constructed of 5-inch crushed stone
and the southerly slope was paved with rip-rap paving to
prevent washing by the sea. The city furnished the edge-
stone on the line of work and all other materials were furnished
by the contractor. The artificial stone sidewalks and asphalt
pavement were laid under a five-year maintenance guaranty.
166 City Document No. 26.
Belgrade avenue, from Anawan avenue to Centre street,
is about 1,329 feet in length. A contract for furnishing and
placing filling in this street was awarded to the West Roxbury
Trap Rock Company May 1, 1919. Work was begun March
31, 1919, and finished December 18, 1919. Excavated materials
from Centre street, between 400 feet east of Manthorne road
and Redlands road, and materials furnished by the contractor
were placed for filling.
Bell vista road, from Allston street to Brookline line, is
about 891 feet in length. A contract to construct this street
was awarded to John F. Lynch April 3, 1919. This street, as
constructed, is 40 feet wide with a 26-foot roadway and 7-foot
sidewalks. The street was subgraded, edgestone hauled and
set, the roadway paved with sheet asphalt on a 4-inch concrete
base and artificial stone sidewalks were laid. The city furnished
the edgestone and all other materials were furnished by the
contractor.
Bexley road, from Washington street to Florence street, is
about 798 feet in length. A contract for constructing this
street was awarded to McGuire & McGourty June 16, 1919.
Work was begun June 5, 1919, and completed August 2, 1919.
It is a 40-foot street with granite edgestone, artificial stone
sidewalks, 7 feet in width, and has a sheet asphalt pavement
laid on a 4-inch concrete base, with granite block brows laid on
a 4-inch concrete base. A space 50 feet in length at the culvert
of Stony brook, was not constructed. The straight edgestone,
corners and granite block 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 sheet asphalt pavement and
artificial stone sidewalks were laid under a five-year main-
. tenance guaranty.
Buckminster street, from Commonwealth avenue to
Allston Street Playground, is about 500 feet in length. A
contract to construct this street was awarded to Domenick
Vozzella September 5, 1919. This is a 40-foot street with a
roadway 26 feet wide and 7-foot sidewalks. The contractor
did the subgrading, hauled and set the edgestone, paved the
roadway with Topeka pavement on a 4-inch concrete base
and laid the artificial stone sidewalks. The walks and roadway
are laid under a five-year maintenance guaranty. The city
furnished the edgestone and all other materials were furnished
by the contractor.
Burlington avenue, from Brookline avenue northerly,
is about 51 1 feet in length. (See " Granite Block Pavements.")
Cameron street, from Hancock street to about 538 feet
westerly. A contract for constructing this street was awarded
to McGuire & McGourty Company June 16, 1919. Work
was begun August 8, 1919, and completed November 18, 1919.
It is a 50-foot street with 7-foot sidewalks, granite edgestone
Public Works Department. 167
and 26-foot roadway paved with sheet asphalt and having a
l|-inch asphalt-wearing surface, l|-inch bituminous binder
and a 4-inch cement concrete base. The straight edgestone
and brick blocks were furnished by the city and hauled by the
contractor. The contractor hauled the surplus paving materials
to the city yard. About 54 square yards of brick blocks on
Hancock street were relaid to conform with the grade of the
new pavement on Cameron street. The artificial stone side-
walks and asphalt roadway were laid under a five-year main-
tenance guaranty.
Centre street, from 400 feet east of Manthorne road to
Redlands road, is 660 feet in length. A contract for grading
this street was awarded to the West Roxbury Trap Rock
Company May 1, 1919. Work was begun August 7, 1919, and
is now practically completed. The excavated materials were
placed in Belgrade avenue, between Ana wan avenue and
Centre street. This location is included in the contemplated
widening and construction of Centre street, from South street
to Spring street.
Centre street, from South street to Spring street, is about
6,310 feet in length. A contract for rough grading was awarded
Antony Cefalo November 5, 1919. Work was begun November
7, 1919, and suspended January 8, 1920. The work this year
consisted in rough grading Maple and Mt. Vernon streets
and placing the excavated materials between Belgrade avenue
and La Grange street.
Deer street, from Melvinside terrace to Roach street, is
about 545 feet in length. A contract for constructing the
surface of this street was awarded to the Central Construction
Company July 23, 1919. Work was begun July 14, 1919 and
completed August 22, 1919. It is a 30-foot street with a 20-
foot sheet asphalt roadway on a 4-inch concrete base, 5-foot
artificial stone sidewalks and granite edgestone. The circular
edgestone were furnished by the city on the line of work.
The straight edgestone and corners were furnished by the city
and hauled by the contractor. All other materials were
furnished by the contractor. The surplus paving materials
were hauled to the city yard by the contractor. The asphalt
pavement and artificial stone sidewalks were laid under a
five-year maintenance guaranty.
Dunbar avenue, from Washington street to about 482
feet westerly. A contract for constructing the surface of the
street was awarded to Martino DeMatteo March 15, 1919.
Work was begun Apri 24, 1919, and completed June 5, 1919.
This street is from 48 \ to 50 feet in width with 8-foot artificial
stone sidewalks, granite edgestone and a 32 \ to 34 foot roadway,
paved with sheet asphalt and having a l|-inch wearing surface,
a l|-inch bituminous binder on an existing macadam base.
The straight edgestone, corners and paving blocks were furnished
by the city and hauled by the contractor. The circular edge-
168 City Document No. 26.
stones were furnished by the city on the line of work. The
contractor furnished all other materials and hauled the surplus
paving blocks and material to the city yard. The artificial
stone sidewalks and asphalt roadway were laid under a five-year
maintenance guaranty.
Faywood avenue, from Orient avenue to Tower street, is
1,257 feet in length. A contract to construct this street was
awarded to James Doherty August 5, 1919. This street, as
constructed, is 40 feet in width with a roadway 26 feet wide
and 7-foot sidewalks. The contractor did the subgrading,
set the edgestone, furnished and laid the artificial stone side-
walks under a five-year maintenance guaranty and built the
bituminous macadam roadway 6 inches thick. The city
furnished the new edgestone and tarvia for binding the mac-
adam. All other materials were furnished by the contractor.
Work was begun August 26, 1919, and completed December
18, 1919.
Greenview avenue, from Centre street 415 feet southerly,
was constructed by the John Kelley Company under contract
of August 1, 1919. Work was begun July 24, 1919, and com-
pleted December 3, 1919. It is a 22-foot street with granite
edgestone, artificial stone sidewalks and driveways Sh feet in
width and has a Topeka pavement on a 4-inch concrete base,
with granite block brows on a 4-inch concrete base. A con-
crete retaining wall, about 260 feet in length, was constructed
on the northerly side. The edgestone was reset, brick side-
walks relaid and granite block gutters laid on Centre street
(easterly side) from Greenview avenue to Centre street. The
straight edgestone, corners and granite blocks were furnished
by the city and hauled by the contractor. The circular
edgestone was furnished by the city on the line of work. All
other materials were furnished by the contractor. The Topeka
pavement and artificial stone sidewalks were laid under a
five-year maintenance guaranty.
Grove street, from Centre street to Washington street, is
about 3,106 feet in length. The contract for grading this
street was awarded to the Central Construction Company
January 4, 1918. Work was begun January 23, 1918, suspended
February 25, 1918; resumed March 26, 1918; suspended
January 25, 1919; resumed March 21, 1919, and completed
April 22, 1919. It is a 60-foot street and the work consisted
of earth and rock excavation and removing the trees and grad-
ing by the contractor.
Hallam street, from Dorchester avenue to Auckland street,
is about 321 feet in length. A contract for constructing the
surface of this street was awarded to Martino DeMatteo on
May 6, 1919. Work was begun May 15, 1919, and completed
June 30, 1919. It is a 40-foot street with 7- foot artificial stone
sidewalks, granite edgestone and a 26-foot roadway, paved
with sheet asphalt having a 1^-inch wearing surface, l|-inch
Public Works Department. 169
bituminous binder and a 4-inch cement concrete base. The
straight edgestone was furnished by the city and hauled by the
contractor. The circular edgestone was furnished by the city
on the line of work. All other materials were furnished by the
contractor. The artificial stone sidewalks and asphalt road-
way were laid under a five-year maintenance guaranty.
Hampstead road, from the Arborway about 992 feet
northeasterly, was constructed by the John Kelley Company,
under contract of August 1, 1919. Work was begun July 29,
1919, and completed December 15, 1919. It is for the greater
part a 40-foot street with granite edgestones and artificial
stone sidewalks 7 feet wide and has a Topeka pavement laid on
a 4-inch concrete base, with granite block brows laid on a
4-inch concrete base. The approach to the Arborway was laid
with Topeka on macadam base. The straight edgestone and
corners were furnished by the city and hauled by the contractor.
The circular edgestone was furnished by the city on the line
of work. All other materials were furnished by the contractor.
The Topeka pavement and artificial stone sidewalks were laid
under a five-year maintenance guaranty.
Harvard street, from Fabyan street to beyond Brookview
street, is about 600 feet in length. A contract for constructing
the street was awarded to the Rowe Contracting Company
September 20, 1919. Work was begun October 15, 1919, and
suspended December 23, 1919. It is a 50-foot street and is to
have granite edgestone, 8-foot sidewalks of brick on the west
side and artificial stone on the east side and a Topeka pavement
on a 4-inch concrete base. The work this year consisted of
grading and setting about one half the edgestone. The work
will be completed as soon as the weather conditions permit.
The straight edgestone and corners were furnished by the city
and hauled by the contractor. All other materials were fur-
nished by the contractor.
Holden street, from Columbia road to about 400 feet
northerly. A contract for constructing the surface of this
street was awarded to Martino DeMatteo May 6, 1919. Work
was begun May 23, 1919, and completed July 11, 1919. It is a
36-foot street with 6-foot sidewalks, granite edgestone, and
a 24-foot roadway, paved with sheet asphalt, having a 1^-inch
wearing surface, 1^ inch bituminous binder and a 4-inch con-
crete base. The straight edgestone and paving blocks were
furnished by the city and hauled by the contractor. The cir-
cular edgestone and sidewalk bricks were furnished by the city
on the line of work. All other materials were furnished by the
contractor. The artificial stone sidewalks and asphalt roadway
were laid under a five-year maintenance guaranty.
Holton street, from Everett street to Antwerp street, is
about 726 feet in length. A contract to construct this street
was awarded to John F. Lynch April 3, 1919. This street, as
constructed, is 40 feet wide with a roadway 26 feet wide and
170 City Document No. 26.
7-foot sidewalks. The contractor did the subgrading, hauled
and set the straight edgestone, furnished and laid the arti-
ficial stone sidewalks, and paved the roadway with sheet asphalt
on a 4-inch concrete base. The asphalt and sidewalks were
laid under a five-year maintenance guaranty. The city fur-
nished the straight edgestone at the South End Yard and the
circular stone on the line of work. All other materials were
furnished by the contractor.
Hyde Park avenue (westerly side), from River street about
137 feet northerly. An artificial stone sidewalk was constructed
by Martino DeMatteo, under a five-year maintenance guar-
anty, under a contract dated July 14, 1919. Work was begun
August 13, 1919, and finished August 18, 1919. All materials
were furnished by the contractor.
Hyde Park avenue, from Metropolitan avenue to River
street, is about 5,400 feet in length. A contract for constructing
this street was awarded Martino DeMatteo November 6, 1919.
Work was begun November 10,- 1919, and suspended January 8,
1920; resumed March 29, 1920. The work this year has con-
sisted of grading.
Irma street, from Callender street to Woodrow avenue, is
about 598 feet in length. A contract for constructing the sur-
face of this street was awarded to Warren Brothers Company
March 10, 1919. Work was begun March 13, 1919, and com-
pleted May 31, 1919. It is a 40-foot roadway with 7-foot arti-
ficial stone sidewalks, granite edgestone and a 26-foot bitulithic
roadway on a 4-inch cement concrete base. The straight
edgestone and corners were furnished by the city and hauled
by the contractor. The circular edgestone was furnished by the
city on the line of work. All other materials were furnished by
the contractor. The contractor hauled the surplus excavated
material to Middleton street. About 300 square yards of bitu-
lithic wearing surface on an existing macadam foundation
were used to connect the new pavement with the existing sur-
face on Woodrow avenue. The artificial stone sidewalks and
bitulithic roadway were laid under a five-year maintenance
guaranty.
Justin road, from Bigelow street to Atkins street, is about
467 feet in length. A contract to construct this street with
sheet asphalt was awarded to the Central Construction Com-
pany March 19, 1919. This is a 40-foot street with a roadway
26 feet wide and 7-foot sidewalks. The contractor did the
subgrading, hauled and set the edgestone, furnished and laid
the artificial stone sidewalks and paved the roadway with sheet
asphalt on a 4-inch concrete base. The sidewalks and road-
way were laid under a five-year maintenance guaranty. The
city furnished the straight edgestone at the South End Yard,
and the circular stone on the line of work; all other materials
were furnished by the cod tractor.
Kenton road, from Washington street about 844 feet
easterly, was constructed by the Rowe Contracting Company,
Public Works Department. 171
under contract of September 20, 1919. Work was begun
September 12, 1919, and completed December 6, 1919. It is a
30-foot street with granite edgestone, artificial stone sidewalks
5 feet in width and has a Topeka pavement laid on a 4-inch con-
crete base with granite block brows laid on a 4-inch concrete
base. The straight edgestone and corners were furnished
by the city and hauled by the contractor. The granite blocks
and circular edgestone were furnished by the city on the line of
work. All other materials were furnished by the contractor.
The Topeka pavement and artificial stone sidewalks were laid
under a five-year maintenance guaranty.
Levant street, from Geneva avenue to Topliff street, is
about 689 feet in length. A contract for constructing the sur-
face of this street was awarded to McGuire & McGourty May
19, 1919. Work was begun August 16, 1919, and completed
November 24, 1919. It is a 40-foot street with 7-foot artificial
stone sidewalks, granite edgestone and 26-foot roadway paved
with sheet asphalt, having a l^-inch wearing surface on a 1^-inch
bituminous binder and a 4-inch cement concrete base. The
straight edgestone was furnished by the city and hauled by the
contractor. The circular edgestone was furnished by the city
on the line of work. All other materials were furnished by the
contractor. About 105 square yards of asphalt on the existing
macadam base was laid to connect the surface of the new pave-
ment with the existing streets. The artificial stone sidewalks
and asphalt roadway were laid under a five-year maintenance
guaranty.
Lucerne street, from Callender street to Woodrow avenue,
is about 812 feet in length. A contract for constructing this
street was awarded to the Bermudez Company September 15,
1919. Work was begun September 13, 1919, and completed
October 30, 1919. It is a 40-foot street with 7-foot artificial
stone sidewalks, granite edgestone and a 26-foot sheet asphalt
roadway, having a l|-inch wearing surface on a H-inch bitumi-
nous binder and a 4-inch cement concrete base. The straight
edgestone was furnished by the city and hauled by the con-
tractor. The circular edgestone was furnished by the city on
the line of work. All other materials were furnished by the
contractor. The artificial stone sidewalks and asphalt roadway
were laid under a five-year maintenance guaranty.
Malverna road, from Metropolitan avenue to Ethel street,
is about 414 feet in length. A contract for constructing this
street was awarded to William J. Rafferty & Co. March 15,
1919. Work was begun March 15, 1919, and completed May
13, 1919. It is a 40-foot street with granite edgestone, arti-
ficial stone sidewalks 7 feet wide, and has a 6-inch bituminous
macadam roadway. Tree pits were also constructed. The
straight edgestone was furnished by the city and hauled by
the contractor. Circular edgestone was furnished by the city
on the line of work. Socony Asphalt Binder B was furnished
and applied by the city. All other materials were furnished
172 City Document No. 26.
by the contractor. The artificial stone sidewalks were laid
under a five-year maintenance guaranty.
Mascot street, from Ballou avenue to Norfolk street, is
about 194 feet in length. A contract for constructing the sur-
face of this street, including artificial stone steps, was awarded
to Martino DeMatteo April 8, 1919. Work was begun July 3,
1919, and suspended November 18, 1919. It is a 40-foot street
with 7-foot artificial stone sidewalks, granite edgestone and a
26-foot roadway of asphalt macadam. A flight of artificial
stone steps, 12 feet in width and about 38 feet in length, with
artificial stone retaining walls and iron fence was constructed
connecting the southerly end of the roadway with Norfolk
street. The straight edgestone and corners were furnished by
the city and hauled by the contractor. The circular edgestone
and asphalt road binder were furnished by the city on the line
of work. All other materials were furnished by the contractor.
The artificial stone sidewalks, walls and steps were constructed
under a five-year maintenance guaranty.
Matchett street, from Perthshire road about 68 feet south-
erly. A contract to construct this street was awarded to the
Central Construction Company March 19, 1919. This is a
40-foot street with 7-foot sidewalks. The contractor did the
subgrading, hauled and set the straight edgestone, and set the
circle stone, furnished and laid the artificial stone sidewalks and
paved the roadway with sheet asphalt on a 4-inch concrete
base. The sidewalks and roadway were laid under a five-year
maintenance guaranty. The city furnished the straight edge-
stone at the South End Paving Yard and the circle stone on the
line of work. All the other materials were furnished by the
contractor.
Middleton street, from Theodore street across Wildwood
street, is about 242 feet in length. A contract for constructing
the surface of this street was awarded to Warren Brothers Com-
pany March 10, 1919. The work was begun April 1, 1919, and
completed October 4, 1919. It is a 50-foot street with 7-foot
earth sidewalks, granite edgestone and a 26-foot bitulithic
roadway on a 4-inch ce lent concrete base. The straight edge-
stone was furnished by the city and hauled by the contractor.
The circular edgestone was furnished by the city on the line
of work. All other materials were furnished by the contractor.
The bitulithic roadway was laid under a five-year maintenance
guaranty.
Moraine street, from South Huntington avenue to Jamaica-
way, is about 1,423 feet in length. A contract for constructing
artificial stone sidewalks was awarded to Joseph A. Singarella
June 20, 1919. Work was begun July 7, 1919, and completed
August 29, 1919. Artificial stone sidewalks on a cinder founda-
tion, were constructed 8 feet wide on the south side and nearly
the entire north side, under a five-year maintenance guaranty.
Public Works Department. 173
Small corners for driveways were furnished by the city. All
other materials were furnished by the contractor.
Mt. Ida road, from 254 feet south of Marie street to Robin-
son street, is about 886 feet in length. A contract for con-
structing the surface of this street was awarded to McGuire &
McGourty June 16, 1919. Work was begun September 8, 1919,
and completed December 26, 1919. It is a 40-foot street with
7-foot artificial stone sidewalks, granite edgestone and a 26-foot
roadway, paved with sheet asphalt and having a l|-inch wear-
ing surface and a H-inch bituminous binder and 4-inch cement
concrete base. The straight edgestone and corners were
furnished by the city and hauled by the contractor. The
circular edgestone was furnished by the city on the line of work.
All other materials were furnished by the contractor. About
60 square yards of sheet asphalt pavement on existing macadam
base was used to connect the surface of the new roadway with
existing streets. The artificial stone sidewalks and asphalt
roadway were laid under a five-year maintenance guaranty.
Norfolk street, from Corbet street to Mascot street, is
about 230 feet in length. A contract for constructing the sur-
face of this street was awarded to Warren Brothers Company
October 8, 1919. Work was begun October 2, 1919, and com-
pleted October 11, 1919. It was intended to construct this
portion of Norfolk street in connection with the 1918 contract,
but owing to the war restrictions on bridge materials, the
widening of the bridge over the Midland Division of the New
York, New Haven & Hartford Railroad was not completed
in time. Therefore, a temporary connection was made with
the existing bridge. As soon as the work on the bridge was
completed, the work of reconstructing the street surface was
begun. It is a 60-foot street with 6-foot artificial stone side-
walks, granite edgestone and a 44-foot bitulithic roadway, laid
on a 6-inch concrete base. The straight edgestone was fur-
nished by the city and hauled by the contractor. The contractor
furnished all the other materials for the work and hauled the
surplus paving materials to the city yard. The artificial stone
sidewalks and bitulithic roadway were laid under a five-year
maintenance guaranty.
North Beacon street, from Cambridge street to Market
street, is about 3,267 feet in length. A contract for the con-
struction of this street was readvertised and awarded to
Warren Brothers Company August 24, 1918. Most of the
construction work was done in 1918. This year the artificial
stone sidewalks and the balance of the bitulithic roadway were
completed. The walks and roadway were furnished under a
five-year maintenance guaranty.
Peabody street, from Brookline avenue to Binney street,
is about 360 feet in length. A contract was awarded to Joseph
A. Singarella June 20, 1919, for the construction 'of artificial
174 City Document No. 26.
stone sidewalks. Work was begun August 6, 1919, and com-
pleted August 13, 1919. Artificial stone sidewalks on a cinder
foundation were constructed 7 feet wide, under a five-year
maintenance guaranty. Work was done on the northerly side
and about two thirds of the southerly side.
Perthshire road, from Bigelow street to Matchett street,
is about 593 feet in length. A contract to construct this street
was awarded to the Central Construction Company March 19,
1919. This street is 40 feet wide with a 7-foot sidewalk. The
contractor did the subgrading, hauled and set the edgestone,
set the circle stone, furnished and laid the artificial stone side-
walks and paved the roadway with sheet asphalt on a 4-inch
concrete base. The sidewalks and roadway were laid under a
five-year maintenance guaranty. The city furnished the
straight edgestone at the South End Paving Yard and the
circle stone on the line of work. All other materials were
furnished by the contractor.
Public Alley No. 818, from St. Stephen street to Public
Alley No. 819, is about 893 feet in length. (See "Granite
Block.")
Public Alley No. 819, from Westland avenue to Batavia
street, is about 224 feet in length. (See "Granite Block.")
Public Alley No. 820, from Huntington avenue to St.
Botolph street, is about 248 feet in length. (See "Granite
Block.")
Public Alley No. 821, from Gainsborough street to Public
Alley No. 820, is about 455 feet in length. (See "Granite
Block. ")
Selwyn street, from Farquhar street 1,174 feet north-
easterly, was constructed by McGuire & McGourty under their
contract of June 16, 1919. Work was begun June 19, 1919,
and finished August 20, 1919. It is a 40-foot street with
granite edgestone, artificial stone sidewalks 7 feet in width,
and has a sheet asphalt pavement laid on a 4-inch concrete
base. The straight edgestone and corners were furnished by
the city on the line of work. All other materials were furnished
by the contractor. The sheet asphalt pavement and artificial
stone sidewalks were laid under a five-year maintenance
guaranty.
Tebroc street, from Bowdoin street to Levant street, is
about 212 feet in length. A contract for constructing the
surface of this street was awarded to McGuire & McGourty
June 16, 1919. Work was begun August 23, 1919, and com-
pleted November 19, 1919. It is a 40-foot street, with 7-foot
artificial stone sidewalks, granite edgestone, and 26-foot road-
way, paved with sheet asphalt, having a l|-inch wearing
surface on a 1 5-inch bituminous binder and 4-inch cement
concrete base. The straight edgestone was furnished by the
city and hauled by the contractor. The circular edgestone
was furnished by the city on the line of work. All other mate-
Public Works Department. 175
rials were furnished by the contractor. The artificial stone
sidewalks and asphalt roadway were laid under a five-year
maintenance guaranty.
Ticknor street, from Marine road to Columbia road, is
about 375 feet in length. A contract for constructing this
street was awarded to the Central Construction Company
March 24, 1919. Work was begun April 5, 1919, and finished
May 8, 1919. It is a 45-foot street with granite edgestones,
sidewalks 10 feet in width, consisting of artificial stone side-
walks 6 feet in width and a loam space. It has a sheet asphalt
pavement laid on a 4-inch concrete base, with granite block
brows, grout joints, on a 4-inch concrete base. The edgestone
was set and reset, furnished by the city and hauled by the
contractor. All other materials were furnished by the con-
tractor. The sheet asphalt pavement was laid under a five-
year maintenance guaranty.
Tovar street, from Bowdoin street to Cameron street, is
about 200 feet in length. A contract for the construction of this
street surface was awarded to McGuire & McGourty June 16,
1919. Work was begun August 13, 1919, and completed
November 17, 1919. It is a 40-foot street with 7-foot artificial
stone sidewalks, granite edgestone, and a 26-foot roadway,
paved with sheet asphalt, having a 1^-inch wearing surface,
II -inch bituminous binder and a 4-inch cement concrete base.
The straight edgestone was furnished by the city and hauled
by the contractor. The circular edgestone was furnished by
the city on the line of work. All other materials were furnished
by the contractor. The contractor hauled the surplus paving
materials to the city yard. About 24 square yards of sheet
asphalt on an existing macadam base was laid to connect fche
new pavement with the surface of Hancock street. The arti-
ficial stone sidewalks and asphalt roadway were laid under a
five-year maintenance guaranty.
Wachusett street, from Walk Hill street to Eldridge road,
is about 935 feet in length. The contract for constructing
this street was awarded to the John Kelley Company August 1,
1919. Work was begun October 8, 1919, and finished December
15, 1919. It is a 40-foot street with granite edgestone, arti-
ficial stone sidewalks 8 feet in width and has a Topeka pave-
ment laid on a 4-inch concrete base with granite block brows
laid on a 4-inch concrete bsae. The intersection of Patten
street was laid with Topeka on a macadam base. The straight
edgestone and corners were furnished by the city and hauled
by the contractor. The circular edgestone was furnished
by the city on the line of work. All other materials were
furnished by the contractor. The Topeka pavement and
artificial stone sidewalks were laid under a five-year mainte-
nance guaranty.
Walk Hill street, from Blue Hill avenue across Fottler
road, is about 710 feet in length. A contract for widening
17G City Document No. 26.
and constructing the surface of this street was awarded to
Martino DeMatteo March 15, 1919. Work was begun March
20, 1919, and finished June 18, 1919. It is a 60-foot street
with 10-foot artificial stone sidewalks, granite edgestone and
a 40-foot roadway, paved with sheet asphalt and having a
l|-inch wearing surface on a 1^-inch bituminous binder, on an
existing macadam base. The straight edgestone and cor-
ners were furnished by the city and hauled by the contractor.
The circular edgestone was furnished by the city on the line
of work. The contractor furnished all other materials and
hauled the surplus paving materials to the City yard. On
account of the widening of Walk Hill street, it was necessary
to resurface about 985 square yards of the roadway on Blue
Hill avenue with sheet asphalt on the existing macadam base.
The artificial stone sidewalks and asphalt roadway were laid
under a five-year maintenance guaranty.
Waupello road, from Bayswater street to Saratoga street,
is about 408 feet in length. A contract to construct this street
was awarded to James Doherty March 26, 1919. This is a
40-foot street with a roadway 26 feet wide and 7-foot sidewalks.
The contractor set the edgestone, did the subgrading, built
the artificial stone sidewalks and paved the roadway with
sheet asphalt on a 4-inch concrete base. The asphalt pave-
ment and artificial stone sidewalks were laid under a five-year
maintenance guaranty. The city furnished the edgestone
and all other materials were furnished by the contractor.
York street, from Glenway street to Greenwood street, is
about 440 feet in length. A contract for constructing the
surface of this street was awarded to the Rowe Contracting
Company October 1, 1919. Work was begun October 31,
1919, and suspended December 11, 1919. It is a 40-foot
street with 7- foot artificial stone sidewalks, granite edgestone
and a 26-foot roadway, paved with Topeka, having a 2-inch
wearing surface on a 4-inch cement concrete base. The
Topeka roadway and a part of the artificial stone sidewalks
were completed when work was suspended on account of cold
weather. Work will be resumed in the spring of 1920.
Artificial Stone Sidewalks.
Abbot street, from Blue Hill avenue to No. 26, is about
200 feet in length. A contract for constructing the artificial
stone sidewalks on this street was awarded to Frank Drink-
water May 16, 1919. Work was begun June 23, 1919, and
finished July 24, 1919. It is a 40-foot street with 7-foot artifi-
cial stone sidewalks and granite edgestone. The straight
edgestone and corners were furnished by the city and hauled
by the contractor. The circular edgestone was furnished by
the city on the line of work. All other materials were furnished
by the contractor. The artificial stone sidewalks were laid
under a five-year maintenance guaranty.
Public Works Department. 177
Beech street (northeasterly side), from West Roxbury
Parkway to Hobson street, is about 2,260 feet in length. A
contract for constructing artificial stone sidewalks was awarded
to Frank Drinkwater June 20, 1919. Work was begun July
30, 1919, and finished December 11, 1919. Edgestone was
set, part on a crushed stone and concrete foundation, granite
block gutters laid and artificial stone sidewalks laid. A ground
water drain was laid under the sidewalks for catch-basins near
Belgrade street, about 235 feet easterly. Straight edgestone,
corners and granite blocks were furnished by the city and
hauled by the contractor. The circular edgestone was fur-
nished by the city on the fine of work. All other materials
were furnished by the contractor. The artificial stone side-
walks were laid under a five-year maintenance guaranty.
Blue Hill avenue, from Fremont street to 283 feet south-
erly. A contract for constructing the artificial stone sidewalks
was awarded to Joseph A. Singarella June 20, 1919. This
contract was later extended to do the work to 283 feet south
of Fremont street. Work was commenced June 16, 1919,
and finished July 8, 1919. The sidewalks on this street are 15
feet in width with granite edgestone and block gutters. The
contractor reset the edgestone and gutters and furnished all
new materials required for the work. The sidewalks were
laid under a five-year maintenance gauranty.
Broadway (south side), from Washington street to Shawmut
avenue. A contract for constructing artificial stone sidewalks
on this street was awarded to the Pignat Vicenzi Mosaic Com-
pany November 25, 1919. Work was begun November 25,
1919; suspended December 2, 1919. Work will be resumed in
the spring.
Fremont street, from Blue Hill avenue to 218 feet easterly.
A contract for constructing this street was awarded to Joseph
A. Singarella June 20, 1919. Work was begun June 16, 1919,
and completed July 8, 1919. The sidewalk on this street is
7 feet wide with granite edgestone. The edgestone was fur-
nished by the city and hauled by the contractor. The con-
tractor furnished all other materials for the work and hauled
the surplus paving materials to the city yard. The sidewalks
were laid under a five-year maintenance gauranty.
Gray street, from Berkeley street to Clarendon street, is
about 572 feet in length. A contract for laying artificial
stone sidewalks was awarded to John Landis June 20, 1919.
Work was started June 16, 1919, and finished July 21, 1919.
The contractor reset the edgestone and relaid the granite block
gutters and gravel joints on a gravel base. The artificial stone
sidewalks were laid on existing foundation with a five-year
maintenance guaranty. All materials were furnished by the
contractor.
Pearl street, from Dorchester avenue to Pleasant street,
is about 796 feet in length. A contract for artificial stone
sidewalks was awarded to Frank Drinkwater May 16, 1919.
178 City Document No. 26.
Work was begun May 20, 1919, and finished June 21, 1919.
It is a 40-foot street with 7-foot artificial stone sidewalks and
granite edgestone. The straight edgestone and corners were
furnished by the city and hauled by the contractor. All other
materials were furnished by the contractor. The artificial
stone sidewalks were laid under a five-year maintenance
guaranty.
Pleasant street (east side), from Victoria street 100 feet
northerly. A contract for constructing artificial stone side-
walks was awarded to Frank Drinkwater May 16, 1919. Work
was begun May 21, 1919, and finished June 10, 1919. The
sidewalks on this part of Pleasant street are about 18 feet in
width with 7-foot artificial stone walks, loam space and
granite edgestone. All of the materials were furnished by the
contractor and the work was done under a five-year main-
tenance guaranty.
Rexford street, about 500 feet north of Oakland street.
A contract for rebuilding the artificial stone sidewalks on this
street was awarded to Joseph A. Singarella June 20, 1919.
Work was begun June 21, 1919, and completed June 26, 1919.
It is a 40-foot street with 7-foot sidewalks and having 4|-foot
sidewalks and a loam space. All the materials for the work
were furnished by the contractor and the artificial stone was
laid under a five-year maintenance guaranty. Previous to
laying the artificial stone sidewalks the department force
reset the edgestone.
Rockwell street, from Washington street to Milton ave-
nue, is about 1,278 feet in length. A contract for constructing
the sidewalk on this street was awarded to Frank Drinkwater
May 16, 1919. Work was begun June 10, 1919, and completed
September 5, 1919. It is a 40-foot street with a 7-foot side-
walk, cons sting of a 3-foot loam space and 4-foot artificial
stone walks. The straight edgestone, corners 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 work. The artificial stone sidewalks were laid under a
five-year maintenance guaranty.
Rosseter street, from No. 20 to Bullard street. The limits
of this contract were later changed by omitting the portion
on the east side between No. 20 and Olney street and extend-
ing the limits to include the westerly side from No. 15 to No.
103. The length of the work is about 1,150 feet. A con-
tract for constructing artificial stone sidewalks on this street
was awarded to Frank Drinkwater May 16, 1919. Work was
started June 10, 1919, and finished November 29, 1919. It
is a 50-foot street with sidewalks from 8 to 10 feet in width,
a part of which have a full width of artificial stone and a part
have a 5-foot artificial stone and a loam space. The straight
edgestone, corners and paving blocks were furnished by the
contractor. The circular edgestone was furnished by the
Public Works Department. 179
city on the line of work. All other materials were furnished
by the contractor. The artificial stone sidewalks were laid
under a five-year maintenance guaranty.
Victoria street (north side), from Pleasant street to about
200 feet easterly. A contract for constructing artificial stone
sidewalks was awarded to Frank Drinkwater May 16, 1919.
Work was commenced May 19, 1919, and completed June 10,
1919. It is a 40-foot street with 7-foot sidewalks and granite
edgestone. The straight edgestone and corners were fur-
nished by the city and hauled by the contractor. All other
materials were furnished by the contractor. The artificial
stone sidewalks were laid under a five-year maintenance
guaranty.
Wales street, from Blue Hill avenue to Harvard street, is
about 1,200 feet in length. A contract for constructing arti-
ficial stone sidewalks on this street was awarded to Frank
Drinkwater May 16, 1919. Work was begun June 11, 1919,
and finished July 26, 1919. It is a 40-foot street with granite
edgestone, granite block gutters and 7-foot artificial stone
sidewalks. The circular edgestone and corners were furnished
on the line of work by the city. All other materials were
furnished by the contractor. The artificial stone sidewalks
were laid under a five-year maintenance guaranty.
180
City Document No. 26.
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City Document No. 26.
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Public Works Department. 185
Financial Statement, Paving Service.
Maintenance.
Appropriation $1,154,341 44
Expended during the year 1,117,867 28
,474 16
Transferred to Sanitary Service . $20,000 00
Transferred to Ferry Service . 529 68
Transferred to Bridge Service . 54 25
Transferred to City Treasury
(balance) . . " . . . 15,890 23
$36,474 16
Special Appropriations.
Granolithic sidewalks:
Balance February 1, 1919 .... $7,089 09
Appropriation (from taxes) .... 25,000 00
$32,089 09
Expended during the year .... 28,404 93
Balance January 31, 1920 .... $3,684 16
Reconstructing and Repairing Streets by Contract.
Balance February 1, 1919 $1,043,767 47
Appropriation from taxes 752,499 70
$1,796,267 17
Expended during the year 1,421,879 66
Balance January 31, 1920 $374,387 51
Street Improvements.
Balance February 1, 1919 $26,209 81
Appropriation from taxes .... 250,000 00
$276,209 81
Expended during the year 248,983 82
$27,225 99
Summary of Expenditures.
Paving Service $1,117,867 28
Highways, making of 449,280 84
Carried forward $1,567,148 12
186 City Document No. 26.
Brought forward . ^ $1,567,148 12
Belgrade avenue extension and Beech street
widening . . 55,092 66
Chelsea street, Charlestown, widening . . 1,360 89
Hyde Park avenue, widening .... 1,545 53
Norfolk street, Dorchester, widening . . 594 43
Granolithic sidewalks 28,404 93
Reconstructing and repairing streets by con-
tract 1,421,879 66
Street improvements 248,983 82
1,325,010 04
Income.
Statement showing the amount of bills and cash
deposited with the City Collector from February 1,
1919, to January 31, 1920, and credited to general
revenue.
Edgestone and sidewalk assessments
Permits
Services of inspectors
Labor, material furnished, junk sold, rents, etc.,
Amount paid into the city treasury during the year :
Edgestone and sidewalks assessments
Permits
Services of inspectors
Labor, material furnished, junk sold, rents, etc.,
$19,117 55
14,028 59
2,765 00
11,167 72
$47,078 86
the year:
$16,123 46
13,497 58
3,765 00
9,641 99
$43,028 03
Public Works Department.
187
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City Document No. 26.
Schedule A.
Salary of division engineer (part of)
Salary of engineer in charge (part of) .
Salaries of office clerks and stenographers
Salaries of assistant engineers (office work) .
Salaries of permit office clerks
Salaries of permit office inspectors
Salaries of engineering inspectors (office work)
Salaries of district inspectors ....
Salaries of street numbering clerks
Salary of medical inspector (part of)
Medical attendance on injured employees (out-
side)
Salary of chief veterinarian (part of)
Salary of veterinarian (part of) . . .
Salary of inspector of horses ....
Salary of constable and inspector .
Pensions paid to veterans of Civil War (retired)
Pensions paid to retired laborers .
Compensation allowed injured employees
Allowance to employees on military and naval
service and state guard ....
Vacations allowed laborers, mechanics, etc. .
Holidays, not including holidays charged to street
accounts
Automobile expense, division engineer .
Gasolene, oil, grease, etc. . . $333 93
Repairs 67 98
New tires and tubes . . . 254 57
Repairing tires and tubes . . 8 50
Supplies, etc 56 59
Miscellaneous .... 12 25
Wages of chauffeur . . . 1,218 00
Automobile expense, engineer in charge
Gasolene, oil, grease, etc. . . $354 16
Repairs 100 02
New tires and tubes . . . 297 76
Repairing tires and tubes . . 14 95
Supplies, etc 24 60
Miscellaneous .... 12 00
Wages of chauffeur . . . 1,188 00
New car, Dodge runabout . . 625 00
Automobile expense, chief inspector ...
Gasolene, oil, grease, etc. . . $255 72
Repairs . . . . . 146 57
New tubes and tires . . . 166 88
Storage 165 00
$3,750 00
368 32
4,670 68
7,786 74
9,286 83
12,487 13
5,765 71
4,779 05
1,388 49
333 32
50
61
00
73
155
291
250
1,286
1,725 88
11,469 06
29,282 59
1,669 21
2,001 79
31,824 77
62,386 60
1,951 82
2,616 49
2,618 33
Carried forward
$734 17 $200,146 65
Public Works Department.
189
Brought forward .
$734 17 $200,146 65
Repairing tubes and tires
9 50
Supplies, etc
21 66
Miscellaneous
10 00
Wages of chauffeur
1,218 00
New car, Dodge runabout
625 00
Automobile expense, foreman Brighton district
Gasolene, oil, grease, etc. . . $186 36
Repairs 137 35
New tires and tubes . . . 270 52
Repairing tires and tubes . 5 00
Supplies, etc 29 65
Miscellaneous .... 10 00
Wages of chauffeur . . 1,191 81
Automobile expense, foreman Dorchester district,
$215
83
73
14
41
10
400
05
28
93
50
09
00
25
206
286
4
40
10
Gasolene, oil, grease, etc
Repairs ....
New tires and tubes
Repairing tires and tubes
Supplies, etc
Miscellaneous
New car, Ford runabout
Automobile expense, emergency car
Gasolene, oil, grease, etc.
Repairs
New tires and tubes
Repairing tires and tubes
Supplies, etc
Miscellaneous
Automobile expense, truck, Brighton district
Gasolene, oil, grease, etc. . . $7
New body 10
Printing
Postage
Stationery
Traveling expenses, car fares, etc. .
Advertising . . ' .
Engineering supplies and incidentals
Stationery
Printing . . .
Postage . . .
Transit repairs ....
Miscellaneous .....
Desks and chairs for yard offices ....
Artificial stone sidewalks, new and repairs by
department force (see reconstructing and
repairing streets by contract and street
improvements)
96
04
86
75
08
00
13
00
$646 54
324 31
139 22
95 78
315 64
1,830 69
838 10
797 69
17 13
3,649 85
346 83
1,131 42
723 66
45 45
1,521 49
55 00
7,143 87
Carried forward $218,247 83
190
City Document No. 26.
Brought forward
Asphalt and bitulithic pavement repair?. Tem-
porary repairs, labor, teaming and mate-
rials isee, also, reconstructing and repairing
streets by contract and street improvement .
Brick block repairs, labor, teaming and materials.
Wood block repairs, labor, teaming and materials.
Xew crosswalk, not included elsewhere
Fence repairs
P" •'.'"-" ■--"-: "-- '•'->
Edgestones. sidewalks and gutters (new) not
included elsewhere ....
Rent of land, wharves, etc. net I .
Taxe; net
Expense of stables, including dri-
vers, feeders, fodder, horse-
shoeing, repairs to harnesses,
wagons, carts, etc. . $153,970 74
Amount earned bv department
teams . . 130.170 87
Electric lighting at yards and stables
Gas lighting at yards and stables .
Fuel for heating yard buildings, offices
stables ....
Electrical appliances, labor and materials, yard
and stables .
and
etc.
Stoves, pipes, grates, etc.
Telephone service
Derricks, repairing, etc.
Oil for lighting around defects
Oatmeal ....
Ice
Signs, making and putting up ...
Tools, hardware, etc.. new. cost of repairing, etc.
Labor, teaming, etc.. assisting fuel distributor
Labor, teaming, etc.. assisting food distributor
Expenses of yards, including salaries of foremen
clerks, yardmen, watchmen, tool wagons, etc.
Repairs of yard buildings, stables, sheds, shanties
etc. • . . .
Sanding icy and slippery streets
Repairing culverts and building new culverts
H sting engine, fuel and supplies .
Uniforms, boots, shoes, etc.
Ches: r:tTal office, making of, etc.
Carried forward
$218,247
83
7,903 61
2,213
21
8.841
05
580 85
6.705
12
1.101
99
8,076
72
2.493 98
347
36
23.799
S7
1.143
11
175
41
4.4S9
71
91
90
145 85
196
64
1.625
12
1
53
1.747
-14
4
25
44
73
12.330
63
23.677
54
6.973
99
38 25
40.468 90
S.200 08
2.697
28
111
<:-
166
39
442
32
103
07
$385,187
61
5,187 61
9 00
92 00
16 00
110 88
6 30
1,365 63
78 00
2 74
Asphalt plant, Brighton district ....
Asphalt plant, Dorchester district, setting up and
maintaining
Asphalt plant operat-
ing, Dorchester dis-
trict .... $13,274 83
Less materials used
on streets . . 13,982 56
$707 73
6 50
Public Works Department. 191
Brought forward .
Premiums on surety bonds
Marking catch-basins
Photographs ....
Trimming and removing trees
Damages
Repairs to roof, south stable .
Repairs to and inspection of typewriters
Repairs to scales
Ensigns . . ....
Operating and maintaining concrete mixers
(net) 9 42
Work done and materials furnished individuals,
corporations, etc 2,075 67
Fire Department, work done and materials fur-
nished 365 25
Schoolhouse Department, work done and materials
furnished
Water Service, work done and materials furnished,
Street Cleaning and Oiling Service, work done
and materials furnished
Sanitary Service, work done and materials fur-
nished
Sewer Service, work done and materials furnished,
Lighting Service, work done and materials fur-
nished
Bridge Service, work done and materials fur-
nished
Ferry Service, work done and materials furnished,
Removing wreckage from Commercial street,
tank accident
New bituminous mixer
Steam rollers, cost of operating,
repairing, etc $23,053 94
Steam rollers, amount earned . . 22,705 50
6 00
624 13
50
53
2,820
1,597
88
44
32
11
116
169
72
12
569 30
3,850 00
348 44
1,518 14
6,488 59
$407,516 40
Carried forward .... $707 73 $407,516 40
192
City Document No. 26.
Brought forward ....
Stock materials . $153,357 07
Stock handling and
teaming . . . 50,234 07
$203,591 14
Less stock delivered
on streets . . 213,720 00
$707 73 $407,516 40
10,128 86
10,836 59
Total $396,679 81
Street Work Done by Department Force and
Charged to Maintenance Appropriation
Shown in Detail. Work on Other Streets
Shown on Large Insert.
Burrell street, from Dudley street to Norfolk avenue. Roadway resurfaced
with asphalt macadam; 2,080 feet existing edgestone reset; 313 feet
new edgestone set; 328 square yards gutter repaved; 1,127 square
yards brick sidewalk relaid; 62 square yards crosswalks relaid.
Labor, edgestone excavating
$461 22
Labor, edgestone resetting
876 41
Labor, gutters excavating .
265 33
Labor, gutters repaving
463 03
Labor, crosswalk excavating
35 50
Labor, crosswalk relaying .
28 64
Labor, macadam excavating
268 32
Labor, macadam spreading
835 59
Labor, paved roadway excavating
10 50
Labor, brick sidewalks excavating
350 09
Labor, brick sidewalks relaying
629 51
Crushed stone, 911.9 tons .
2,370 95
Cement, 2 barrels
5 67
Bricks, 21,270
294 67
Blocks, 2,600
78 00
Edgestone, 321 feet 8 inches
445 85
Flagging, 4 feet 2 inches .
5 67
Sand and gravel, 69 yards
210 25
Road oils, 8,000 gallons
840 00
Teaming ....
918 13
Steam roller, picking .
348 75
Steam roller, rolling .
298 75
$10,040 83
Foundry street, at Dorchester avenue intersection. (Work done in 1917.)
Amount paid Boston Elevated Railway Company . . $445 13
Freeport street, from Union street to railroad bridge. Granite block pave-
ment laid, grout joints, 2,422 yards; edgestone reset, 96 feet.
Labor, paved roadway excavating . . . $1,645 75
Labor, paved roadway paving .... 1,898 25
Labor, paved roadway grouting . . . 178 50
Carried forward
$3,722 50
Public Works Department.
193
Brought forward
Labor, edgestone resetting
$3,722 50
15 25
Labor, street cleaning
Teaming ....
Steam roller
30 50
1,347 71
120 00
Gravel, 363 vards
589 32
Sand, 56 yards
90 40
Blocks (old granite) 86,230
Pebbles, 67i tons
2,241 90
236 25
Cement, 230 barrels .
594 09
Lumber ....
2 85
$8,990 77
Less amount of unpaid bills for materials
delivered in 1919 222 75
«q 7R<? no
South Huntington avenue, from Huntington avenue to Centre street.
Roadway resurfaced with asphalt macadam, 14,200 square yards,
5 inches deep.
Labor, macadam excavating
$3,487 57
Labor, macadam spreading
1,946 99
Labor, edgestone resetting
11 50
Labor, brick sidewalks relaying
7 00
Labor, crosswalk excavating
8 00
Labor, crosswalk relaying .
32 00
Labor, gutters excavating .
352 50
Labor, gutters repaving
558 50
Crushed stone, 31,212,875 tons .
8,057 33
Gravel, 72 yards ....
92 07
Flagging, 13 feet
5 20
Blocks, 30
1 50
Road oils, 31,000 gallons .
4,203 00
Teaming
1,103 13
Steam roller
1,520 00
$21,386 29
Credit: Blocks old granite ....
<frOi ocn oa
#^ijOoy ^y
SPECIAL APPROPRIATIONS.
Belgrade avenue extension and Beech street widening. Length, 1,329 linear
feet. Area, 9,537 s iuare yards. Trees removed, filling furnished
and placed. Bridge over railroad rebuilt. (Work unfinished.)
Engineering .
Engineering expense
Inspection
Labor, preparing site
Teaming
Rent of field office
Lumber
Nails
Repairing abutment walls
Services of flagmen and
banner signals .
removing railroad
£3,270 09
47 27
123
99
373 23
131
(ID
70
00
11
28
40
18 51
38
66
Carried forward
$4,084 43
194 City Document No. 26.
Brought forward $4,084 43
Amount paid to West Roxbury Trap Rock
Company (on Belgrade avenue, Anawan
avenue to Centre street), under contract:
Removing trees, bushes, etc. .$1,200 00
16,066 cubic yards filling
furnished and placed
@ 98c 15,744 68
$16,944 68
Less 15 per cent retained, 2,541 70
Amount paid to West Roxbury Trap Rock
Company, under contract:
Rebuilding B e 1 grade
Avenue Bridge (con-
tract price, $43,500),
99 per cent materials
delivered and work in
place .... $43,065 00
Less amount retained . 6,459 75
14,402 98
36,605 25
$55,092 66
Hyde Park avenue, widening. Length, 135 linear feet. Area, 1,300
square feet. Artificial stone sidewalks constructed. (Construction
work not started.)
Engineering $600 01
Engineering expense 20 80
Inspection 170 04
Labor, edgestone setting 79 18
Labor, edgestone excavating .... 39 58
Teaming 59 50
Advertising 14 20
Cement 65
Edgestone, 138 feet 6 inches straight and 6
feet special ... ... 181 57
Amount paid to Martino DeMatteo, under
contract :
1,300 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and'laid, @ 29c, $377 00
1 cover reset, @ $3 . . 3 00
380 00
Amount paid to Martino DeMatteo under
contract :
Removing trees, bushes, etc.
(unfinished) . . . $800 00
1,250 cubic yards earth excava-
tion @ $1.25 . . . 1,562 50
$2,362 50
Less 15 per cent retained . 354 38
2,008 12
$3,553 65
GRANOLITHIC SIDEWALK CONSTRUCTION.
* Abbot street (at No. 2, 4, 6 and 26). Length, 200 linear feet. Area,
1,759 square yards. Edgestone set and reset, artificial stone sidewalks
furnished and laid.
* Work done in connection with Pearl, Pleasant, Rockwell, Rosseter, Victoria and
Wales street.
$67 20
2 46
90 08
307 73
1 12
3 25
Public Works Department. 195
Engineering
Engineering expense
Inspection
Edgestone, 159 feet straight, 68 feet circular
and 4 small corners
Advertising
Teaming
Amount paid to Frank Drinkwater, under
contract :
167 linear feet straight edge-
stone and corners
hauled and set @ 40c. . $66 80
68 linear feet existing edge-
stone reset @ 25c. . 17 00
1,759 square feet artificial stone
foundation f u rnished
and placed @ 5c. . . 87 95
1,493 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nishedand laid @ 20c. . 298 60
266 square feet artificial stone
drivew ays, concrete
base and wearing sur- •
face furnished and laid
@ 25c 66 50
$536 85
Less 15 per cent retained . 80 52
456 32
$928 16
*Amory street (Boylston street to Green street). Length, 2,432 linear feet.
Area, 16,904 square feet. Edgestone reset, granite block gutters laid
and artificial stone sidewalks constructed.
Cost of work done under contract with
Warren Brothers Company in 1917-18 . $4,599 90
Amount paid in 1917-18 4,524 90
■ $75 00
Beech street, from West Roxbury Parkway to Hobson street. Length,
2,260 linear feet. Area, 9,918 square feet. Edgestone set, granite
block gutters laid and artificial stone sidewalks constructed.
Engineering $200 58
Engineering expense 1 36
Inspection 636 33
Edgestone, 2,038 feet. 5 inches straight and
14 small corners 2,516 58
Advertising 6 10
Blocks, 34,400 old granite .... 1,032 00
Amount paid to Frank Drinkwater, under
contract :
Removing trees, bushes, etc. $100 00
2,074 linear feet straight edge-
stone and corners hauled
and set @ 30c. . . 622 20
63 linear feet circular edge-
stone hauled and set @
30c 18 90
Carried forward . . . $741 10 $4,392 95
* Done in connection with Brookside, Evergreen and Paul Gore streets.
196 City Document No. 26.
Brought forward . . . $741 10 $4,392 95
88 linear feet existing edge-
stone reset @ 40c. . 35 20
1,792 linear feet crushed stone
and concrete founda-
tion furnished and
placed @ 10c. . 179 20
739 square yards granite block
paving hauled and laid,
gravel joints, @ $1 . 739 00
88 square yards existing gran-
ite block paving or
flagging relaid, gravel
joints, @ 75c. . . 66 00
9,918 square feet artificial stone
foundation furnished ,
and placed @ 2c. . . 198 36
9,566 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 20c, 1,913 20
352 square feet artificial stone
driveways, concrete
base and wearing sur- •
face furnished and laid
@ $1 352 00
1 cover reset @ $3 . . 3 00
3 Bradley head catch-
basins reset @ $5 . 15 00
6 courses of brickwork laid
@ 50c 3 00
Extra Work — Remove
additional tree on Beech
street not shown to be
removed :
Removing tree ... 60 00
Extra Work — Lay 6-inch
pipe under sidewalk
from catch-basin corner
of Belgrade street, south-
easterly, and connect
same to ground water
drains as directed:
235 linear feet 6-inch pipe laid
and connected @ 50c, 117 50
Extra Work — Grade ap-
proaches as directed.
$4,422 56
Less 15 per cent retained, 663 38
3,759 18
$8,152 13
* Blue Hill avenue (east side), from Fremont street, 170 feet south. Length,
283 linear feet. Area, 4,051 square feet. Edgestone reset, granite
block gutters repaved and artificial stone sidewalks constructed.
Engineering $34 98
Advertising 2 40
Carried forward . ... . . . $37 38
* Done in connection with Fremont and Rexford streets.
Public Works Department. 197
Brought forward . . . . . . $37 38
Amount paid to Joseph A. Singarella, under
contract :
295 linear feet existing edge-
stone reset at © 28c. . $82 60
96 square yards existing
granite block paving
relaid, gravel joints @
75c 72 00
4,051 square feet artificial stone
foundation furnished
and placed @ 7c. . . 283 57
4,051 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 18c, 729 18
1,167 35
$1,204 73
Broadway, from Washington street to Shawmut avenue. Artificial stone
sidewalk repaired. (Work unfinished.) No payment made under
contract with Pignat Vicenzi Company.
Engineering $7 67
Inspection 53 70
$61 37
* Brookside avenue, Boylston street to Green street. Length, 2,041 linear
feet. Area, 20,320 square feet. Edgestone reset, granite block
gutters laid and artificial stone sidewalks constructed. (Work done
in 1917-18.)
Cost of work done under contract with
Warren Brothers Company in 1917-18 . $6,145 67
Amount paid in 1917-18 6,108 17
$37 50
f Evergreen street, westerly side, South Huntington avenue to Day street.
Length, 847 linear feet. Area, 5,119 square feet. Edgestone reset,
granite block gutters laid and artificial stone sidewalks constructed.
(Work done in 1917-18.)
Cost of work done under contract with
Warren Brothers Company in 1917-18 . $1,351 76
Amount paid in 1917-18 1,314 26
$37 50
\ Fremont street, south side, from Blue Hill avenue to 218 feet east.
Length, 218 linear feet. Area, 1,601 square feet. Edgestone set and
artificial stone sidewalks constructed.
Engineering $7 00
Inspection 60 41
Advertising 2 40
Edgestone, 220 feet straight .... 266 30
Carried forward $336 11
* Done in connection with Amory, Evergreen, Lamartine and Paul Gore streets.
J Done in connection with Amory, Brookside, Lamartine and Paul Gore streets.
Done in connection with Blue Hill avenue and Rexford street.
198 City Document No. 26.
Brought forward $336 11
Amount paid to Joseph A. Singarella, under
contract :
218 linear feet straight edge-
stone and corners hauled
and set @ 40c.
$87 20
1,383 square feet artificial stone
foundation furnished
and placed @ 7c. .
96 81
1,383 square feet artificial stone
sidewalks, concrete base
and wearing surface,
furnished and laid @
18c
248 94
2 covers reset @ $3 .
6 00
4 courses of brick work laid
@ 50c
2 00
440 95
$777 06
Gray street, from Berkeley street to Clarendon street. Length, 572 linear
feet. Area, 5,067 square feet. Artificial stone, 310 square feet,
gutters. Edgestone reset, gutters paved and artificial stone side-
walks laid.
Engineering $114 25
Engineering expense 4 93
Inspection 134 25
Advertising 6 00
Edgestone 14 60
$274 03
Credit: Brioks, 10,400 old ... . 72 80
Amount paid to John Landis under contract:
13 linear feet corners set @,
28c. . ... . $3 64
948 linear feet existing edge-
stone reset® 25c. . 237 00
310 square yards existing
granite block paving
relaid, gravel joints, @
75c. .... 232 50
14 square yards existing
granite block paving
relaid, sand bed, grout
joints, @ $1.75 . . 24 50
33 square yards existing
brick sidewalks relaid
@ 50c 16 50
1,346 square feet artiicial stone
foundation furnished
and placed @ 8c. . . 107 68
5,067 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid © 17c, 861 39
$201 23
1,483 21
$1,684 44
Public Works Department. 199
* Hyde Park avenue (west side), from Tower street to Walk Hill street.
(Work done in 1917-18.) Final payment on contract.
Cost of work done under contract with
Warren Brothers Company in 1917 $3,460 10
Amount paid in 1917-18 3,422 60
$37 50
Lamartine street, from Boylston street to Green street. (Work done in
1917-18.)
Final payment on contract for work done by Warren
Brothers Company $37 50
Olney street. (Work not done.)
Engineering $24 00
Engineering expense 48
$24 48
f Paul Gore street (north side), from No. 12 to Chestnut avenue. Length,
1,350 linear feet. Area, 8,214 square yards. Edgestone reset, granite
block gutters laid and artificial stone sidewalks constructed. (Work
done in 1917-18.)
Cost of work done under contract with
Warren Brothers Company in 1917-18 . $2,604 99
Amount paid in 1917-18 2,567 49
$37 50
J Pearl street (Pleasant street to Dorchester avenue) . Length, 796 linear
feet. Area, 7,952 square yards. Edgestone set, artificial stone side-
walks and driveways constructed.
Engineering $118 27
Engineering expense 1 40
Inspection 92 21
Edgestone, 1,075 feet straight and 17 small
corners 1,362 49
Advertising ... .... 1 13
Amount paid to Frank L>rinkwater, under
contract :
Removing trees, bushes,
etc $50 00
\ cubic yard rock excavating
@$5 . . . . 2 50
1,125 linear feet straight edge-
stone and corners hauled
and set @ 40c. . . 450 00
25 linear feet existing edge-
stone reset @ 25c. . 6 25
7,952 square feet artificial stone
foundation furnished and
placed @ 5c. . . . 397 60
7,410 square feet artificial stone
sidewalks, concrete base
and wearing surface,
furnished and placed @
20c 1,482 00
Carried forward . . . $2,388 35 $1,575 50
* Done in connection with Amory, Brookside and Paul Gore streets,
t Done in connection with Amory, Brookside and Evergreen streets,
t Done in connection with Wales, Pleasant, Victoria, Rockwell, Rosseter and Abbot
streets.
200 City Document No. 26.
1,575 50
Brought forward
$2,388 35
542 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
nished and placed @
25c
135 50
1 catch-basin reset @ $3 .
3 00
$2,526 85
Less 15 per cent retained .
379 03
2,147 82
— $3,723 32
* Pleasant street (Victoria street 100 feet northerly). Length, 110 linear
feet. Area, 891 square yards. Edgestone set and artificial stone
sidewalks constructed.
Engineering $17 54
Engineering expense 15
Inspection 12 95
Advertising 1 13
Amount paid to Frank Drinkwater, under
contract:
21 linear feet existing edgestone
reset @ 25c. ... $5 25
4 square yards existing granite
block paving relaid, gravel
joints, @ 50c. ... 2 00
891 square feet artificial stone
foundation furnished and
placed @ 5c. . . 44 55
891 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid @ 20c. . 178 20
$230 00
Less 15 per cent retained . 34 50
195 50
$227 27
f Rexford street, about 500 feet north of Oakland street, 800 square feet.
Length, 245 linear feet. Area, 1,137 square yards. Artificial stone
sidewalks constructed.
Engineering $5 00
Inspection 13 43
Advertising 2 40
Amount paid to Joseph A. Singarella, under
contract :
1,137 square feet artificial stone
foundation furnished and
placed® 7c. . _ . . $79 59
1,137 square feet artificial stone
sidewalks, concrete base
and wearing surface,
furnished and laid @
18c 204 66
284 25
$305 08
* Done in connection with Wales, Pear], Victoria, Rockwell, Rosseter and Abbot streets.
t Done in connection with Blue Hill avenue and Fremont streets.
Public Woeks Department. 201
Rockwell street (Washington street to Milton avenue). Length, 1,278
linear feet. Area, 5,018 square yards. Edgestone set, granite block
pavement laid, artificial stone sidewalks and driveways constructed.
Engineering
$99 99
Engineering expense .
63
Inspection ....
259
56
Edgestone, 772 feet 5 inches straight, 12 feet
10 inches circular and 21 small
corners
1,035
20
Advertising
1
13
Blocks, 13,500 old granite
405
00
Amount paid to Frank Drinkwater, under
contract :
17T% cubic yards rock excava-
tion @ $5
$88 00
820 linear feet straight edge-
stone and corners hauled
'and set @ 40c.
328 00
19 linear feet circular edge-
stone set @ 50c. .
9 50
259 linear feet existing edge-
stone reset @ 25c.
64 75
310 square yards granite block
paving hauled and laid,
gravel joints, @- $1
310 00
56 square yards existing gran-
ite block paving relaid,
gravel joints, @ 50c. .
28 00
5,016 square feet artificial stone
foundation furnished
and placed @ 5c.
250 90
4,270 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid @ 20c. .
854 00
748 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
nished and laid @ 25c,
187 00
229 square yards loam graded
and seeded @ 25c.
57 25
$2,177 40
Less 15 per cent retained .
326 61
1,850
79
1,652 30
fRosseter street (east side), from No. 15 to Bullard street. Length, 1,150
linear feet. Area, 8,827 square yards. Edgestone set, granite block
pavement laid and artificial stone sidewalks constructed.
Engineering $263 19
Engineering expense 14 70
Inspection 335 14
Edgestone, S36 feet straight, 105 feet 4 inches
circular, 2 large and 2 small corners . . 1,186 94
Advertising 1 13
Carried forward $1,801 10
* Work done in connection with Wales, Pearl, Pleasant, Victoria, Rosseter and Abbot
streets.
t Work done in connection with Pearl, Pleasant, Rockwell, Wales, Abbot and Victoria
streets.
202 City Document No. 26.
Brought forward $1,801 10
Amount paid to Frank Drinkwater, under
contract:
1,060 linear feet straight edge-
stone and corners
hauled and set @ 40c, $424 00
106 linear feet circular edge-
stone set @ 50c. . . 53 00
224 linear feet existing edge-
stone reset @ 25c. . 56 00
16 square yards existing gran-
ite block paving relaid,
gravel joints, @ 50c. . 8 00
13 square yards granite
block paving hauled
and laid, sand bed and
grout joints, @ $2 . 26 00
8,827 square feet artificial stone
foundation furnished
and placed @ 5c. . . 441 35
8,827 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face, furnished and laid
@ 20c 1,765 40
$2,773 75
Less 15 per cent retained 416 06
2,357 69
$4,158 79
''Tower street, from Hyde Park avenue to Forest Hills Cemeterv. (Work
done in 1917 and 1918.)
Cost of work done, under contract with War-
ren Brothers Company, in 1917 . . $2,861 73
Amount paid in 1917-18 2,824 23
$37 50
t Victoria street, from Pleasant street to 200 feet easterly. Length, 215
linear feet. Area, 1,395 square yards. Edgestone set, artificial stone
sidewalks and driveways furnished and laid.
Engineering $34 05
Engineering expense 20
Inspection 25 57
Edgestone, 185 feet straight and 4 small corners, 238 56
Advertising 1 13
Amount paid to Frank Drinkwater, under
contract :
195 linear feet straight edge-
stone and corners hauled
and set @ 40c. . . $78 00
1,395 square feet artificial stone
foundation furnished
and placed @ 5c. . . 69 75
Carried forward . . . $147 75 $299 51
* Done in connection with Arnpry, Brookside, Evergreen and Paul Gore streets,
t Work done in connection with Wales, Pearl, Pleasant, Rockwell, Rosseter and Abbot
streets.
Public Works Department. 203
$299 51
Brought forward
1,258 square feet artificial stone
sidewalks, concrete base
$147 75
and wearing surface
furnished and laid, @
20c
250 60
142 square feet artificial stone
driveways, concrete base
and wearing surface fur-
nished and laid, @ 25c.
35 50
$433 85
Less 15 per cent retained .
65 08
368 77
— $668 28
*Wales street, from Blue Hill avenue to Harvard street. Length, 1,200
linear feet. Area, 8,700 square yards. Edgestone set, artificial stone
sidewalks and driveways constructed.
Engineering $147 92
Engineering expense 6 07
Inspection 148 26
Edgestone 21 61
Advertising 1 13
Teaming ........ 3 25
Amount paid Frank Drink-
water, under contract:
10 linear feet circular edge-
stone set @ 50c. . . $5 00
1,380 linear feet existing edge-
stone reset @ 25 c. 345 00
540 linear feet crushed stone
. and concrete foundation
furnished and placed @
10c 54 00
8,700 square feet artificial stone
foundation furn i s h e d
and placed @ 5c. . . 435 00
8,297 square feet artificial stone
sidewalks, concrete base
and wearing surface
furnished and laid, &
20c 1,659 40
403 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid,
@ 25c 100 75
$2,599 15
Less 15 per cent retained . 389 87
2,209 28
$2,537 52
* Work done in connection with Pearl, Pleasant, Rockwell, Rosseter, Abbot and Victoria
streets.
204 City Document No. 26.
RECONSTRUCTING AND REPAIRING STREETS
BY CONTRACT.
Amory street, from Green street to 140 feet north of Atherton street.
Length, 3,404 linear feet. Area, 10,228 square yards. Edgestone
reset, asphalt pavement laid and brick sidewalks laid.
Engineering $576 46
Engineering expense 14 60
Inspection .... . 205 84
Edgestone, 35 feet 10 inches straight and 17
feet 8 inches circular 69 51
Advertising 7 20
Bricks, 32,500, old 325 00
Teaming 122 50
Labor, handling stock 17 50
Photographs 20 00
Amount paid to Central Construction Com-
pany, under contract :
42 tons crushed stone fur-
nished, placed, etc., @
$3.25 .... $136 50
35 linear feet straight edge-
stone and corners
hauled and set @ 35c, 12 25
18 linear feet circular edge-
stone set @ 30c. . . 5 40
2,800 linear feet existing edge-
stone reset @ 28c. . 784 00
100 square yards existing
granite block paving
relaid in driveways
and edgings, gravel
base, sand bed and
grout joints, @ $1.40, 140 00
10,600 square yards bituminous
concrete binder and
asphalt wearing surface
furnished and laid on
macadam foundation
@ $2.11 . . 22,366 00
650 square yards brick side-
walks laid @ 40c. . 260 00
190 square yards existing
brick sidewalks laid @
40c 76 00
$23,780 15
Less 15 per cent retained, 3,567 02
20,213 13
$21,571 74
Appleton street, from Tremont street to Berkeley street. For details and
cost see Tremont street, from Castle street to Dover street.
* Artificial stone sideivalks.
Rebates allowed $1,062 24
* See, also, Schedule A, Maintenance and Street Improvements.
Public Works Department. 205
* Asphalt and bitulithic pavements repaired. (Bituminous pavements upon
which the maintenance has expired.)
Advertising $17 00
Labor, temporary repairs made by depart-
ment force . . . " . . . . 1,573 57
Gravel and sand 154 00
Cement 10 13
Crushed stone 465 01
Teaming 1,406 21
Terracolia 612 05
Asphalt top 3,779 98
Bricks 38 00
Blocks 6 00
Edgestone 15 19
Printing 127 74
Engineering 3,065 39
Engineering expense 78 90
Inspection ... .... 1,620 18
Amount paid to Warren Brothers Company,
repairs and bitulithic pavements . . '.. 1,220 47
Amount paid to Bermudez Company, final
payment for work done under 1918 con-
tract, repairing bituminous pavements . 3,744 57
Amount paid to Central Construction Com-
pany under contract:
28,579.56 square yards bitu-
minous pavement
ment furnished and
laid @ $1.83 . . $52,300 59
3,745.31 square yards resur-
faced bituminous
pavement @ $1.20. 4,494 37
74.12 cubic yards extra
bituminous binder
592 96
995.32 square yards concrete
base furnished and
laid® $2. . . 1,990 64
13 covers reset @ $3 . . 39 00
Less 15 per cent re-
tained . . . 8,912 63
,417 56
50,504 93
5,439 32
Atlantic avenue, from Summer street to Broad street. Length, 2,011
linear feet. Area, 15,126 square yards. Edgestone reset, granite
block pavement relaid, artificial stone sidewalks constructed. (Un-
finished work from 1918.)
Engineering $880 70
Engineering expense
Inspection
Edgestone
Blocks .
239 30
769 66
145 81
1,446 64
$3,482 11
Credit: Bricks, old 1,101 50
Carried forward $3,380 61
* Amount charged to Reconstructing and Repairing Streets by Contract, $55,678 23.
Amount charged to Paving Service, $7,903.61.
Amount charged to Street Improvements, $4,857.48.
206 City Document No. 26.
Brought forward $3,380 61
Amount paid to Bernard E. Grant Company,
under contract:
1,100 linear feet circular edge-
stone set @ 40c. . . $4 40
2,124 linear feet existing edge-
stone reset @ 25c. . 531 00
2,528 cubic yards concrete base
furnished and laid @
$10.50 .... 26,544 00
991[square yards existing
granite block paving
relaid, gravel joints, @
$1 991 00
268 square yards existing
granite block paving
relaid, asphalt joints,
@ $2.75 .... 737 00
172 square yards existing
brick sidewalks relaid
@ 75c 129 00
24,796 square feet artificial stone
sidewalks furnished and
laid @ 21c. . . . 5,207 16
1 Bradley head catch-basin
reset @ $£ . 5 00
30 covers and catch-basin
frames reset @ $3 . 90 00
30 courses of brick-work laid
@ 50c 15 00
Extra work — Omit the
furnishing and laying of
new granite blocks and
• substitute the. relaying
of existing granite
block paving, includ-
ing cleaning blocks,
cement sand bed, etc.:
16,577 square yards existing
granite block paving re-
laid, grout joints, @
$2.75 .... 45,586 75
Extra — Haul to Massa-
chusetts avenue lot all
rejected granite blocks
and flagging and haul
from Massachusetts
avenue lot to Atlantic
avenue, all suitable
blocks required:
3,592 square yards blocks and
flagging hauled to
Massachusetts avenue
lot and suitable blocks
hauled from Massa-
chusetts avenue lot to
Atlantic avenue @ 50c, 1,796 00
Carried forward . . . $81,636 31 $3,380 61
Public Works Department. 207
Brought forward . . . $81,636 31 $3,380 61
Extra work — Excavate
below sub-grade, back-
fill with crushed stone
and roll dummy be-
tween Union Freight
tracks and Boston Ele-
vated Railway tracks
on account of high
pressure water trench:
27 hours, foreman, @ $1.25, 33 75
455 hours' labor @ 55c. . 250 25
Plus 15 per cent on $284, 42 60
87 hours, steam roller, @
$2.50 .... 217 50
4 hours, auto trucks, @
$4,375 .... 17 50
31 tons crushed stone® $3 . 93 00
Extra work — Con-
structed new driveways
at Edison Electric Illu-
minating Station:
11 hours, foreman, @ $1.25,
13 75
205 hours' labor @ 55c.
112 75
6 hours, edgestone-setter,
@$1 . . . .
6 00
54 hours, paver, @ $1 .
54 00
6 hours, rammer, @ 75c.
4 50
Plus 15 per cent on $191,
28 65
27 hours, auto truck, @
$4.35 ....
118 13
18 cubic yards material de-
livered to scow @ 40c,
7 20
Extra work — Close up
driveways at Nos. 597,
601, 606 Atlantic ave-
nue, Litchfield Wharf:
2 hours, foreman, @ $1,25,
2 50
208 hours' labor @ 55c.
114 40
15 hours, edgestone setter, @
$1 . '.
15 00
4 hours, helper, @ 55c. .
2 20
Plus 15 per cent on
$134.10 ....
20 12
2 hours, auto truck, @
$4,375 ....
8 75
Extra work — Remove
old concrete base
where directed:
18 square yards concrete
base removed @ $L50,
2,847 00
$85,645 86
Less amount paid in 1918,
21,936 46
63,709 40
— — $67,090 01
Atlantic avenue, from Broad street to South Market street. Length, 1,281
linear feet. Area 10,014 square yards (artificial 6,555 square feet).
Edgestone reset, new special cut granite block paving laid, artificial
stone sidewalks constructed and brick sidewalks relaid. (Unfinished
work from 1918.)
208 City Document No. 26.
Engineering $299 04
Engineering expense 7 15
Inspection 520 48
Blocks 153 00
Bricks 228 00
Amount paid to Rossetti & Co., under con-
tract:
46 linear feet straight eclge-
stone and corners
hauled and set @ $1 . $46 00
9 linear feet circular edge-
stone set @ $1 . . 9 00
1343 linear feet existing edge-
stone reset @ 75c. . 1,007 25
1,671 cubic yards concrete base
furnished and laid
@ $10.15 . . . 16,960 65
991square yards existing
granite block paving
relaid, gravel
joints, @ $2 . . 1,982 00
10,014 square yards granite
block paving furnished
and laid, grout
joints, @ $5.20 . . 52,072 80
444 square yards existing
granite block paving
relaid, grout joints, @
$1.75 . . 777 00
1,431 square yards existing
brick sidewalks relaid
@ 50c. . . . . 715 50
6,555 square f'eet artificial
stone sidewalks fur-
nished and laid © 14c, 917 70
6 covers reset @ $3 . 18 00
11 courses of brickwork @
50c 5 50
Extra work — Ex-
cavate and fill back of
sea wall as directed:
16^ hours, foreman, @ 75c. . 12 25
200 hours' labor @ 55c. . 110 00
4 hours, mason, @ 75c. . 3 00
Plus 15 per cent
on $125.25 ... 18 79
Extra work — Haul side-
walk brick from South
End Yard:
76 hours, double team, @$1, 76 00
Extra work — . Relay ex-
isting granite block
paving on a 6-inch con-
crete base with cement
grout joints and reset
edgestone in India
street at Atlantic
avenue:
123 linear feet existing edge-
stone reset @ 75c. . 92 25
Carried forward . . . $74,823 69 $1,207 67
Public Works Department. 209
Brought forward . . . $74,823 69 $1,207 67
80 cubic yards concrete base
furnished and laid @
$10.15 .... 812 00
480 square yards existing
granite block paving
relaid, grout joints, (g}
$1.75 .... 640 00
$76,475 69
Less amount paid in 1918, 71,813 78
4,661 91
$5,869 58
Atlantic avenue, from South Market street to Commercial street. Length,
1,335 linear feet. Area, 10,621 square yards. Edgestone reset, special
granite blocks laid and artificial stone sidewalks constructed. (Unfin-
ished work from 1918.)
Engineering $382 47
Engineering expense 62 93
Inspection 468 45
Photographs 60 00
$973 85
Amount paid to D'Onfro Brothers, under
contract :
24 linear feet circular edge-
stone set @ 60c. . $14 40
1,603 linear feet existing edge-
stone reset @ 69c. . 961 80
1,984 cubic yards concrete base
furnished and laid
@ $10 . . 19,840 00
2,538 square yards existing
granite block
relaid, gravel joints, @
$2 . . " . 5,076 00
10,621 square yards granite
block paving furnished
and laid, grout joints,
@ $4.85 . . 51,511 85
569 square yards existing
granite block
paving relaid, grout
joints, @ $2.50 . . 1,422 50
1,331 square yards existing
brick sidewalks relaid
@ $1.50 . . . 1,996 50
9,040 square feet artificial
stone sidewalks fur-
nished and laid @ 23c, 2,079 20
50 covers reset @ $3 . . 150 00
46 courses of brickwork laid
@ 50c 23 00
$83,075 25
Less amount paid in
1918 .... 39,052 93
— 44,022 32
$43,996 17
Credit: Old granite blocks . . . 1,245 00
$43,751 17
210 City Document No. 26.
Beacon street, from Massachusetts avenue to Raleigh street. (Work not
started.)
Engineering $360 23
Engineering expense ...... 3 56
Advertising 13 35
Photographs 20 00
$397 14
Bennington street, from Central square to Day square. Length 2,920
linear feet. Area, 8,607 square yards. Edgestone reset, recut granite
blocks laid and artificial stone sidewalks constructed.
Engineering .
Engineering expense .
Inspection
Edgestone, 171 feet 1 inch
Advertising .
Blocks, 132,658. old granite
Photographs
Credit: Bricks, old
Amount paid to McGuire & McGourty, under
contract :
172 linear feet circular edge-
stone and corners set
@ 25c $43 00
5,510 linear feet existing edge-
stone reset @ 19|c. . 1,074 45
106 square yards existing
granite block paving
relaid, gravel joints, @
3,316 square yards granite
block paving recut,
hauled and laid, con-
crete base, sand bed
and grout joints, @
$3.39 ....
5,291 square yards existing
granite block paving,
recut and relaid, con-
crete base, sand bed
and grout joints, @
$3.35 ....
12 square yards existing
granite block paving
relaid, gravel base,
sand bed and grout
joints, @ $1.50 .
428 square yards existing
brick sidewalks relaid
@ 40c
41,111 square feet artificial
stone sidewalks, con-
crete base and wearing
surface furnished and
laid, ® 19|c.
Carried forward
106 00
11,241 24
17,724 85
18 00
171 20
8,016 65
14
34 55
720 34
253 20
6 50
3,979 74
20 00
$5,914 47
437 40
$5,477 07
$38,395 39 $5,477 07
Public Works Department. 211
Brought forward . . . $38,395 39 $5,477 07
132 square feet artificial
stone driveways, con-
crete base and wearing
surface furnished and
laid, @ 30c. . . . 39 60
$38,434 99
Less 15 per cent retained, 5,765 25
32,669 74
5,146 81
Beverly street, from Washington Street North to Warren Bridge. (Work
not started.)
Engineering $25 00
Photographs 16 00
$41 00
Broadway, from Washington street to Boston & Albany Railroad Bridge.
(Work done in 1918).
Engineering $11 19
Cambridge street (city proper), from North Russell street to Charles street.
Length, 1,304 linear feet. Area, 5,193 square yards (including track).
Edgestone reset, recut granite block laid, brick sidewalks relaid.
Engineering $303 02
Inspection 327 81
Edgestone, 585 feet 5 inches straight, 122 feet
circular and 1 special cut .... 900 05
Photographs 24 00
Templets . 4 00
Advertising 6 80
Bricks, 56,500 565 00
$2,130 68
Credit: Blocks 112 25
$2,018 43
Amount paid to Central Construction Com-
pany, under contract:
562 linear feet straight edge-
stone and corners
hauled and set @ 35c, $196 70
130 linear feet circular edge-
stone set @ 30c. . 39 00
1,749 linear feet existing edge-
stone reset @ 25c. . 437 25
18 square yards existing
granite block paving
relaid, gravel joints, @
80c 14 40
90 square yards granite
block paving recut,
hauled and laid, con-
crete base, sand bed
and grout joints, @
$3.45 .... 310 50
Carried forward . . . $997 85 $2,018 43
212 City Document No. 26.
Brought forward
$997 85
$2,018 43
3,826 square yards existing
granite block paving
recut and relaid, con-
crete base, sand bed,
grout joints, @ $3.30 .
12,625 80
2,187 square yards existing
brick sidewalks relaid
@ 30c
656 10
56,500 square yards sidewalk
paving bricks loaded
and hauled to Massa-
chusetts avenue lot @
$2.25 per M .
127 13
2 covers reset @ $3 .
6 00
2 courses of brickwork
laid @ 50c. .
1 00
14,413 88
$16,432 31
Cambridge street (Brighton), from Brighton avenue to Henshaw street.
Length, 3,901 linear feet. Area, 20,840 square yards (artificial
stone). Edgestone reset, bitulithic pavement laid and artificial
stone sidewalks constructed.
Engineering $546 18
Engineering expense 19 89
Inspection , . 528 52
Edgestone 29 21
Bricks 3 00
Advertising 7 20
Photographs 36 00
$1,170 00
Credit: Blocks, old granite .... 930 15
$239 85
Amount paid to Boston Elevated Railway
Company:
2,290 square yards concrete base and recut
granite block paving, with grout
joints between tracks, furnished and
laid @ $3.50 8,015 00
Amount paid to Warren Brothers Company,
under contract:
2.2 cubic yards rock exca-
vation @ $5 ... $11 00
289 tons crushed stone fur-
nished and placed, etc.,
@ $3.40 .... 982 60
12 linear feet circular edge-
stone set @ 35c. . . 4 20
3,110 linear feet existing edge-
stone reset @ 28c. . 870 80
674 square yards existing
granite block paving re-
laid in brows of car
tracks, gravel base, sand
bed and grout joints, (§}
$1.40 943 60
Carried forward . . $2,812 20 $8,254 85
Public Works Department.
213
Brought forward
108 square yards existing
granite block paving
relaid in driveways
and edgings, gravel
base, sand bed and
grout joints, @, $1.50,
20,840 square yards bitulithic
wearing surface fur-
nished and laid on
macadam foundation
@ $2.07
84 square yards existing
brick sidewalks relaid
@ $1.05
34,998 square feet artificial stone
foundation f u rnished
and placed @ 6c.
54,742 square feet artificial stone
sidewalks, c o n c r e te
base and wearing sur-
face, furnished and
laid @ 21c. .
2,575 square feet artificial stone
driveways, cone r e t e
base and wearing sur-
face, furnished and
laid @ 23c. .
22 covers reset @ $3 .
22 courses of brick work laid
@50c
1 dry well constructed @
$10 ....
Extra work — R e c u t
existing granite paving
blocks for brows:
31,481 granite blocks recut @
$15
Extra work — Set edge-
stone and furnish and
lay bitulithic pavement
on existing macadam
foundation with main-
tenance guaranty in
Warren street, at
Brighton High School:
190 linear feet edgestone set
@28c
983 square yards bitulithic
wearing surface fur-
nished and laid on mac-
adam foundation, @
$2.07 ....
Extra work — Excavate
and construct tree pits
where directed:
115 hours, foreman, @ $0,875,
15 hours, timekeeper, @
50c
158 hours' labor @ 60c. .
Carried forward
$2,812 20
162 00
43,138 80
88 20
2,099 88
11,495 82
592 25
66 00
11 00
10 00
472 22
5,254 85
53 20
2,034 81
13 13
7 50
94 80
)3,151 81
5,254 85
214 City Document No. 26.
Brought forward . . . $63,151 81 $8,254 85
Plus 15 per cent on
$115.43 ... 17 31
25 hours, double team, @ $1, 25 00
75 cubic yards loam fur-
nished and placed @
$2 150 00
Extra work — Haul
edgestone to and grade
sidewalk in front of
Brighton High School
on Warren street :
190 linear feet edgestone
hauled @ 15c. . 28 50
80 hours' labor @ 60c. . 48 00
Plus 15 per cent on
$48 ... 7 20
16 hours, double team, @
$1 16 00
Extra work — F u rnish
and lay concrete base
at entrance to St.
Joseph's Academy:
52 square yards concrete
base furnished and laid
@ $1.50 ... 78 00
63,521 82
— — $71,776 67
Causeway street, from Commercial street to Washington Street North.
Length, 248 linear feet. Area, 3,699 square yards. Edgestone reset,
granite block pavement relaid and artificial stone sidewalks constructed.
Engineering $19 00
Amount paid to B. E. Gf^ant Company,
under contract:
678 linear feet existing edge-
stone reset @ 30c. . $203 40
562 cubic yards concrete
base furnished and laid
@ $10.50 . . . 5,901 00
206 square yards existing
granite block paving or
flagging crosswalks re-
laid, gravel joints, @
$1.50 .... 309 00
436 square yards existing
brick sidewalks relaid
(ft SI . . . . 436 00
883 square feet artificial stone
sidewalks furnished and
laid @ 24c. .
211 92
10 covers reset @ $3
30 00
10 courses of brick work laid
@ 50c
5 00
Carried forward . . . $7,096 32 $19 00
Public Works Department. 215
Brought forward . . $7,096 32 $19 00
Extra work — Omit the
furnishing and laying of
new granite blocks and
substitute the relaying
of existing granite
blocks, etc.:
3,699 square yards existing
granite blocks relaid,
etc., @ $2.75 . 10,172 25
Extra work — Remove old
concrete base where
directed :
43 square yards concrete base
removed @ $1.50 . . 64 50
Extra work — Haul to
Massachusetts avenue
lot, or as directed, all
rejected blocks and
nagging and haul to
Commercial street all
suitable blocks required :
408 square yards blocks hauled
@ 50c 204 00
17,537 07
$17,556 07
Centre street, from Eliot street across Allandale street. Length, 5,550
linear feet. Area, 23,111 square yards. Edgestone reset, granite
block paving laid, Topeka pavement laid.
Engineering $912 17
Engineering expense 22 73
Inspection 539 82
Advertising 7 40
Edgestone 269 28
Labor, handling stock 1 75
Labor, stone cutter 18 00
Blocks 484 20
Teaming 25 50
Amount paid to Rowe Constructing Company,
under contract:
l,343x4o tons crushed stone fur-
nished and placed, etc.,
© $2.50 . . . $3,358 50
424 linear feet existing edge-
stone reset @ 40c. . 169 60
460 square yards granite
block paving hauled
and laid, gravel joints,
@ $1.75 ... 805 00
758 square yards existing
granite block paving
relaid, gravel joints,
@ $1.50 . . . 1,137 00
24,208 square yards Topeka
wearing surface fur-
nished and laid on
macadam f o u n d a-
tion @ $1.85 . . 44,784 80
Carried forward . . . $50,254 90 $2,280 85
216 City Document No. 26.
Brought forward . . . $50,254 90 $2,280 85
5 covers reset @ $3 . . 15 00
1 Bradley head catch-
basin reset @ $5 . 5 00
5 courses of brick work
laid @ 50c. ... 2 50
Extra work — ■ Remove
tree opposite Louder's
lane:
36 \ hours, foreman, @ 74c, 27 01
240 hours' labor @ 55c. . 132 00
Plus 15 per cent on
$159.01 ... 23 85
20 hours, double team, @
11 hours, steam roller,
1 day, double team,
$8 .
6£ days, steam roller,
20 00
22 00
Extra work — Grade
approaches where
directed:
2 hours, foreman, @ 74c. . 1 48
33 hours' labor @ 55c. . 18 15
Plus 15 per cent on $19.63, 2 94
3 hours, double team, @
$1 3 00
Extra work — -Place
second-hand macadam
in approaches at
Arborway, opposite
Orchard street, and
at May street re-
surface crushed stone
sidewalks where di-
rected and place loam
at May street where
directed:
137^ hours, foreman, @ 74c, 101 75
843£ hours' labor @ 55c . 463 95
35 hours, watchman, @ 55c, 19 25
Plus 15 per cent on
$584.93 ... 87 74
10| days, single team, @
50 63
8 00
104 00
382 tons crushed stone @
$2.50 .... 755 00
12 cubic yards loam placed
@ $2.50 ... 30 00
52,348 13
$54,628 98
Church street, from Tremont street to Fayette street. Repaved with
second-hand blocks, with grout joints, edgestone reset and brick side-
walks relaid. (Work done in connction with work on Tremont street.)
Amount paid to James Doherty, under
contract:
268 linear feet existing edge-
stone reset @ 27c . $72 36
Carried forward ... $72 36
Public Works Department. 217
Brought forward . . . $72 36
373 square yards granite
block paving hauled
and laid, with grout
joints, @ $2.50 . . 932 50
174 square yards brick side-
walks relaid @ 45c, 78 30
$1,083 16
$1,083 16
Columbus avenue, from Centre street to Washington street. (Work not
started.)
Engineering $95 00
Engineering expense 3 44
Photographs 16 00
— : $114 44
Commercial street, from north side of Fleet street across Hanover street.
Length, 1,287 linear feet. Area, 6,478 square yards (artificial, 16,265
square feet). Edgestone reset, granite block pavement relaid, arti-
ficial stone sidewalks constructed.
Engineering .
Engineering expense
Inspection
Advertising .
Photographs
Edgestone
Blocks
$384 36
2 05
661 29
13 00
16 00
2 40
2,531 05
$3,610 15
Credit: Bricks, old . . ... . 115 50
$3,494 65
Amount paid to D'Onfro Brothers, under
contract :
169 square yards existing
concrete base exca-
vated and removed @
50c. . . . . $84 50
21 linear feet circular edge-
stone and corners set @
$1 21 00
2,146 linear feet existing edge-
stone reset @ 40c. . 858 40
903 cubic yards concrete base
furnished and laid
@ $10 . . . . 9,030 00
134 square yards existing
granite block pav-
ing relaid, gravel joints,
@ $1.50 ... 201 00
1,301 square yards granite
block paving hauled
and laid, sand bed,
grout joints, © $1.50, 1,951 50
6.478 square yards existing
granite block paving
taken up, cleaned, piled
and relaid, sand bed,
grout joints, @ $1.50, 9,717 00
Carned forward . . . $21,863 40 $3,494 65
218
City Document No. 26.
Brought forward
46 square yards existing
brick sidewalks re-
laid @ $1.50
16,265 square feet a r t i fi c i a 1
stone sidewalks, con-
crete base and wear-
ing surface, furnished
and laid @ 23c. .
23 covers reset @ $3 .
44 courses of brick work
laid @ 50c. .
$21,863 40 $3,494 65
69 00
3,740 95
69 00
22 00
25,764 35
$29,259 00
Commercial street, from Hanover street to Causeway street. Length, 1,665
linear feet. Area, 9,049 square yards. Edgestone reset, granite block
pavement relaid and artificial stone sidewalks constructed. (Unfin-
ished work from 1918.)
Engineering .
Engineering expense
Inspection
Edgestone
Photographs
Amount paid to B. E. Grant Company, under
contract :
164 linear feet straight edge-
stone and corners
hauled and set @ 50c, $82 00
19 linear feet circular edge-
stone set @ 50c. . 9 50
2,357 linear feet existing edge-
stone reset @ 30c. . 707 10
1,388 cubic yards concrete base
furnished and laid @
$10.50 .... 14,574 00
754 square yards existing
granite block paving or
flagging crosswalks re-
laid, gravel joints, @
$1.50 .... 1,131 00
141 square yards existing
brick sidewalks relaid
22,157 square feet artificial
stone sidewalks fur-
nished and laid @ 24c,
22 covers reset @ $3 .
11 courses of brickwork laid
@ 50c
Extra work — Re-
turn old granite blocks
barred up and hauled
to Massachusetts ave-
nue lot :
1,896 square yards blocks
hauled from Massa-
chusetts avenue lot @
50c
Carried forward
141 00
5,317 68
66 00
5 50
948 00
$600 62
132 11
1,172 93
84 16
16 00
2,981 78 $2,005 82
Public Works Department. 219
Brought forward . . . $22,981 78 $2,005 82
3,012 square yards blocks
hauled to and from
Massachusetts ave-
nue lot @ 50c. . . 1,506 00
Extra work — Omit the
furnishing and laying
of new granite blocks
and substitute the re-
laying of existing gran-
ite block paving etc. :
9,094 square yards existing
granite block paving
relaid, etc. @ $2.75 . 24,884 75
Extra work — Cut
concrete around
Boston Elevated posts :
16 hours, edgestone setter,
@ $1 . . . . 16 00
76 hours' labor @ 55c. . 41 80
Plus 15 per cent on
$57.80 .... 8 67
Extra work — Break
down defective con-
crete below subgrade
where directed:
129 hours' labor @ 55c. . 70 95
Plus 15 per cent on
$70.95 .... 10 64
8 hours, auto truck,
@ $4,375 ... 35 00
Extra work — Fill
and temporarily pave
holes in old sewer
trench to make street
safe, remove dirt
left by Water Depart-
ment and bar up old
trenches in street :
23± hours' labor @ 55c. . 12 93
Plus 15 per cen t on
$12.93 .... 1 94
Extra work — Re-
move old concrete base
where directed:
4,017 square yards concrete
base removed® $1.50, 6,025 50
Extra work — Re-
set edgestone, furnish
and lay artificial stone
sidewalks on existing
foundation and relay
granite block pave-
ment, grout joints in
Hanover street, be-
t w e e n Commercial
and Charter streets:
1,855 square yards existing
granite block pave-
ment relaid, grout
joints, @ $2.75 . . 5,101 25
Carried forward . . . $60,697 21 $2,005 82
220 City Document No. 26.
Brought forward . . . $60,697 21 $2,005 82
Extra work — Reset
edgestone, relay brick
sidewalks and relay-
granite block pave-
ment, grout joints, in
Hanover street, from
Commercial street to
Chelsea Ferry:
149 linear feet edgestone
reset @ 30c. ... 44 70
546 square yards existing
brick sidewalks relaid
@ $1 . . . . 546 00
1,753 square yards existing
granite block pave-
m e n t relaid, grout
joints @ $2.75 .
4,820 75
Less amount paid in
1918 ....
$66,108 66
15,653 09
50,455 57
544 50
41 00
Blocks, old granite
Bricks, old sidewalk
Compton street, from Tremont street to Albion place. For details and cost
see Tremont street, from Castle street to Dover street.
Conant street, from Huntington avenue to Parker street. Length, 1,556
linear feet. Area, 3,697 square yards. Edgestone reset, asphalt
pavement laid, brick sidewalks relaid.
Engineering $152 99
Engineering expense 10 20
Inspection 57 73
Edgestone 150 84
Advertising 2 67
Teaming 35 00
Amount paid to The Bermudez Company,
under contract:
100 linear feet circular edge-
stone set @ 35c. . $35 00
187 linear feet existing edge-
stone reset @ 20c. . 56 10
65 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1 . 65 00
15 square yards existing gran-
ite block paving relaid,
gravel base, grout joints,
@ $1.75 .... 26 25
3,520 square yards bituminous
concrete binder and as-
phalt wearing surface
furnished and laid on
macadam foundation @
$2.11 .... 7,427 20
75 square yards brick side-
walks relaid @ 50c. . 37 50
Carried forward . . . $7,647 05 $409 43
Public Works Department.
221
Brought forward . . . $7,647 05 $409 43
1 cover reset .... 3 00
1 course of brick work laid . 50
$7,650 55
Less 15 per cent retained, 1,147 58
6,502 97
),912 40
Congress street, from Dorchester avenue to Atlantic avenue. (Work done
in 1918.)
Engineering $52 96
Inspection 37 41
$90 37
Corning street, from Tremont street across Porter street. Repaved with
old granite blocks with grout joints, reset edgestone and relay brick
sidewalks. Work done in conjunction with paving of Tremont street
by contractor.
$41 31
Amount paid to James Doherty:
153 linear feet existing edgestone
reset @ 27c.
336 square yards granite block
paving hauled and laid,
grout joints, @ $2.50 .
115 square yards brick sidewalk
relaid @ 45c. .
Credit: Blocks, old granite
Dorchester avenue, from Congress street to Summer street. (Work done in
1918.)
840 00
51 75
933 06
13 00
$920 06
Engineering
$5 76
Dorchester avenue, from Andrew square to Savin Hill avenue. Length,
5,830 linear feet. Area, 21,145 square yards. Edgestone reset, recut,
granite block paving laid, wood block laid and artificial stone
sidewalks constructed.
Engineering $1,003 57
Engineering expense .
Inspection
Edgestone
Lumber
Teaming
$552 50
360 41
61 00
1,439 31
168 23
11 20
3 00
Credit: Blocks, old granite
Bricks, old sidewalk
$2,686 31
912 91
Amount paid to William J. Barry under his
contract:
78 linear feet circular edge-
stone set @ 30c. . $23 40
8,542 linear feet existing edge-
stone reset @ 20c. . 1,708 40
Carried forward
$1,731 80
$1,773 40
1,773 40
222 City Document No. 26.
Brought forward . . . $1,731 80 $1,773 40
16,343 square yards existing
granite block paving
recut and relaid, con-
crete base, sand bed
and grout joints, @
$3,75 • 61,286 25
1,723 square yards wood blocks
furnished and laid, con-
crete base, cement
mortar bed etc., @
$5.90 . . . 10,165 70
218 square yards existing
brick sidewalks relaid
@ 50c 109 00
72,244 square feet artificial stone
sidewalks furnished
and laid @ 30c. . . 21,673 20
1,113 square feet aritficial stone
driveways furnished
and laid © 40c. . 445 20
21 Bradley head catch-
basins reset @ $5 . 105 00
17 covers reset @ $3 . . 51 00
7 courses of brickwork laid
@ 50c 3 50
Extra work — Reset edge-
stone, recut and relay
granite block pave-
ment, grout joints, on
concrete base and lay
artificial stone side-
walk in Dorchester
avenue, from Rawson
street to Andrew sq. :
3S linear feet circular edge-
stone set @ 30c. 11 40
1,486 linear feet existing edge-
stone reset @ 20c. . 297 20
1,252 square yards existing
granite block paving
recut and relaid, con-
crete base, sand bed
and grout joints @
$3.75 .... 4,695 00
15,555 square feet artificial stone
sidewalks furnished
and laid @ 30c. . . 4,666 50
102 square feet artificial stone
drivewavs furnished
and laid @ 40c. . . 40 80
Extra work — Omit the
relaying of granite
block paving and sub-
stituted the furnishing
and laying of wood
block pavement from
south of Ralston street
to bridge:
1,732 square yards wood block
pavement frunished
and laid® $5.90 . 10,218 80
Carried forward . . . $115,500 35 $1,773 40
Public Works Department.
223
Brought forward
Extra work — - Furnish
and lay new wood
blocks on existing con-
crete base:
150 square yards wood blocks
furnished and laid on
existing concrete base,
@ $4.40
Extra work — ■ Grade and
macadamize approach-
es on Dorchester
avenue between rail-
road bridge and Savin
Hill avenue:
1,069 square yards approaches
graded and macadam-
ized @, $1 .
Extra work — Remove
stumps and fill and
grade on slopes.
18 hours, forman, @ $1.25 .
579 hours' labor @ 55c.
1 day, timekeeper, @ $4 .
Plus 15 per cent on
$344.95
$115,500 35 $1,773 40
Less amount retained
669 00
1,069 00
22 50
318 45
4 00
51 74
$117,626 04
2,000 00
115,626 04
$117,399 44
Dorchester street, from West Broadway to West Eighth street,
not done).
Engineering expense
Advertising .
50 16
6 00
(Work
$6 16
East Broadway, from Dorchester street to L street. Length, 2,755 linear
feet. Area, 15,306 square yards. Edgestone reset, bitulithic pave-
ment laid and artificial stone sidewalks constructed.
Engineering .
Engineering expense
Inspection
Edgestone
Lumber
Teaming
Templets
Amount paid to William Toon, splitting and
driving, 35,697 granite blocks
$714 36
37
ss
1,152
67
249
23
14
56
3
00
7 00
535
45
Amount paid to Warren Brothers Company,
under contract :
163 linear feet circular edge-
stone set @ 50c. . $81 50
5,257 linear feet existing edge-
stone reset @ 40c. . 2,102 80
2,714 15
Carried forward
$2,184 30 $2,714 15
224 City Document No. 26.
Brought forward . . _ . $2,184 30 $2,714 15
147 square yards existing
granite block paving
relaid, gravel joints,
@ $1.50 . . . 220 50
1,914 square yards existing
granite block paving
relaid for dummy and
brows of car tracks,
concrete base, cement
sand bed and grout
joints, @ $4.32 . . 8,268 48
22 square yards existing
granite block paving
relaid for edgings, con-
crete base, cement sand
bed, grout joints, @
$4.25 .... 93 50
11,448 square yards concrete
base and bitulithic
wearing surface fur-
nished and laid @
$3.77 .... 43,158 96
103 square yards existing
brick sidewalks relaid
@ 60c 61 80
68,982 square feet artificial
stone sidewalks fur-
nished and laid @
27c. . . . 18,625 14
682 square feet artificial
stone driveways fur-
nished and laid @ 31c, 211 42
12 covers reset @ $3 . . 36 00
2 Bradley head catch-
basins reset @ $5 . 10 00
1 course of brickwork laid
@ 50c 50
Extra work — Furnish
and lay 2-inch bitu-
lithic wearing surface
on macadam base for
approaches where
directed:
131 square yards bitulithic
wearing surface fur-
nished and laid on
macadam base @ $2.04 267 24
Extra work — Relay ex-
isting granite paving
blocks on a gravel
base with grout joints
where directed:
67 square yards granite
blocks relaid, gravel
base, grout joints, @
$2 . . . . . 134 00
Carried forward . . . $73,271 84 $2,714 15
Public Works Department. 225
Brought forward . . . $73,271 84 $2,714 15
Extra work — Load and
haul recut granite
blocks from Massachu-
setts avenue lot:
1,914 square yards recut gran-
ite blocks loaded and
hauled from Massachu-
setts avenue lot @ 45c, 861 30
Extra work — Furnish
labor to cull and pile
old paving blocks at
city lot on East First
1,312§ hours' labor @ 45c. . 590 63
Plus 15 per cent on
$590.63 ... 88 59
Extra work — Haul sur-
plus sidewalk brick to
East First street and
pile where directed.
No allowance to be
made for hauling:
4 hours, foreman, @ 75c. .
172 hours' labor @ 45c.
Plus 15 per cent on
$80.40 ....
3 00
77 40
12 06
74,904 82
$77,618 97
3,409 77
•
Credit: Blocks, old granite
Bricks, old sidewalk
$1,542 07
1,867 70
$74,209 20
East First street, from H street across Summer street. Length, 1,687 linear
feet. Area, 6,098 square yards edgestone set and reset, granite block
pavement relaid, brick sidewalks laid.
Engineering
Engineering expense
Inspection
Edgestone, 1,935 feet straight, 1Q8 feet 5
inch circular and 32 small corners
Bricks, sidewalk, second-hand .
Blocks, 174,821 old granite
Advertising
Photographs
$396
97
23
38
439
18
2,618
41
1,611
60
3,982
92
6
30
40 00
Amount paid to G. Ferullo Company, under
contract:
2,037 linear feet straight edge-
stone and corners
hauled and set @ 65c. $1,324 05
109 linear feet circular edge-
stone set @ 50c. . . 54 50
1,010 linear feet existing edge-
stone reset @ 40c. . 404 00
J, 118 76
Carried forward . . . $1,782 55 $9,118 76
226
City Document No. 26.
Brought forward
ISO square yards existing
granite block paving re-
laid, gravel joints, @,
48c
3,377 square yards granite block
paving, gravel base,
sand bed, grout joints,
@ $1.15 ....
1,521 square yards granite
block paving hauled
and laid, gravel base,
sand bed and grout
joints, @ $1.35 . .
1,200 square yards existing
granite block paving
taken up, cleaned, piled
and relaid, gravel base,
sand bed and grout
joints, @ $1.45
1,756 square yards brick side-
walks laid @ 50c.
450 square yards existing
brick sidewalks re-
laid @ 45c. .
3 Bradley head catch
basins reset @ $5
18 covers reset @ $3
4 courses of brick work
laid @ 50c.
Extra work — ■ Remove
edgestone already set
and construct drive-
ways:
8 hours, foreman, @ 75c. .
6 hours, edgestone setter,
@ $1
33 hours' labor @ 50c. .
Plus 15 per cent on $28.50,
5 hours, double team, @ $1,
$1,782 55
86 40
3,883 55
2,053 35
1,740 00
878 00
202 50
15 00
54 00
2 00
6 00
),118 76
6 00
16 50
4 28
5 00
10,735 13
$19,853 89
East Fourth street, from K street across P street (unfinished). Length,
2,813 linear feet. Area^ 12,082 square yards wood block pavement
laid.
Engineering .
Engineering expense
Inspection
Edgestone
Templets
Advertising .
Photograph .
Labor, stonecutter
Labor, resetting edgestone
Labor, handling stock
Labor, filling roadway
Teaming
$1,021
(38
46
79
1,096 09
512 95
27
22
12
20
16 00
4
50
9 00
28
00
63
23
35
75
Carried forward
2,873 41
Public Works Department. 227
Brought forward . . _. . . . $2,873 41
Amount paid to John E. Quinn, under con-
tract:
300 linear feet circular edge-
stone set @ 35c. . . $105 00
5,260 linear feet existing edge-
stone reset @, 20c. .. 1,052 00
7,900 square yards wood block
pavement furnished
and laid, concrete base,
mortar bed, etc., @
$5.61 .... 44,319 00
310 souare yards existing brick
sidewalks relaid @ 50c, 155 00
38,000 square feet artificial stone
sidewalks, concrete base
and wearing surface,
furnished and laid @
22c 8,360 00
$53,991 00
Less 5 per cent retained . 2,699 55
51,291 45
$54,164 86
Credit: Bricks, old sidewalk .... $65770
Blocks, old paving 3,072 00
3,729 70
$£0,435 16
Exeter street, from Boylston street to Commonwealth avenue. Edgestone
reset and bitulithic pavement laid on macadam foundation and arti-
ficial stone sidewalks laid. (Work done in conjunction with Newbury
street.)
Inspection $65 21
Engineering expense 64
Amount paid to Warren Brothers Company,
under contract:
944 linear feet existing edge-
stone reset @ 25c. . $236 00
2,245 square yards bitulithic
wearing surface fur-
nished and laid on mac-
adam foundation @
$2.09 .... 4,692 05
9,429 square feet artificial stone
sidewalks furnished and
laid @ 25c. . . . 2,168 67
99 square feet artificial stone
driveways furnished and
laid @ 26c. ... 25 74
$7,188 31
Credit: Bricks, old sidewalk .... 417 40
7,122 46
$6,770 91
Federal street, from Milk street to Dewey square. (Unfinished.) Length,
1,293 linear feet. Area, 5,747 square yards. Existing granite block
paving recut and relaid and wood block pavement laid.
228
City Document No. 26.
Engineering
Engineering expense
Inspection
Advertising
Edgestone
Photographs
Amount paid to James Doherty, under con-
tract :
100 cubic yards gravel filling
furnished @ $1 . . $100 00
675 cubic yards concrete base
furnished and laid @
$9.75 .... 6,581 25
95 square yards existing gran-
ite block paving relaid,
gravel joints, @, 75c. . 71 25
2,830 square yards existing gran-
ite block paving recut
and relaid, sand bed and
grout joints, @> $1.83 . 5,178 90
167 square yards existing gran-
ite block paving relaid,
sand bed and grout
joints, @ $1.40 . 233 80
1,127 square yards wood block
pavement furnished and
laid, mortar bed, sand
joint filler, etc., @ $4.41, 4,970 07
7 covers reset @ $3 . . 21 00
Extra work — Load and
haul to Massachusetts
avenue lot old paving
blocks inChanning
street, from Federal
street to Congress street :
100 square yards old blocks
loaded and hauled to
Massachusetts avenue
lot @ 50c. ... 50 00
$17,206 27
Less 15 per cent retained, 2,580 94
$384 58
3 60
724 40
5 85
'8 67
16 00
14,625 33
$15,768 43
Green street, from Washington street to Call street. Length, 888 linear
feet. Area, 2,725 square yards. Edgestone reset, Topeka pave-
ment laid and artificial stone sidewalks laid.
Engineering .
$235 17
Engineering expense
8 05
Inspection
187 95
Advertising .
7 20
Photographs
16 00
Teaming
1 63
Templets
13 50
Edgestone
72 27
Amount paid to Central Construction Com
pany, under contract:
48 linear feet circular edge-
stone set @. 35
c.
$1
6 8(
)
Carried forward
$16 80
$541 77
Public Works Department.
229
Brought forward
$16 80
1,500 linear feet existing edge-
stone reset @ 23c
345 00
45 square yards existing gran-
ite block paving relaid,
in driveways and edg-
ings, concrete base, sand
bed and grout joints, @
$3.25 ....
146 25
50 square yards existing gran-
ite block paving relaid,
gravel base, sand bed
and grout joints, @
$1.30
65 00
2,660 square yards concrete base
and Topeka wearing
surface furnished and
laid @ $3.75
9,975 00
1,100 square feet artificial stone
sidewalks, concrete base
and wearing surface
furnished and laid @
21c. . . .
231 00
$10,779 05
Less 15 per cent retained,
1,616 86
$541 77
9,162 19
),703 96
Greenwich street, from Westminster street to Warwick street.) Length,
362 linear feet. Area, 1,348 square yards. Artificial stone, 4,371
square feet. Edgestone reset, Topeka pavement laid and artificial
stone sidewalks constructed.
Engineering
$49 15
Engineering expense .
56
Inspection
27 61
Advertising
1 37
Photographs ....
16 50
Amount paid to Central Construct
ion Com-
pany, under contract:
643 linear feet existing edge-
stone reset @ 3uc.
$192 90
6 square yards existing gran-
ite block paving relaid,
concrete base, sand bed,
grout joints, @ $2.50 .
15 00
1,348 square yards concrete base
and Topeka wearing
surface furnished and
laid © $3.75
5,055 00
20 square yards existing brick
sidewalks relaid @ 50c,
10 00
4,371 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid,® 26c,
1,136 46
4 covers reset @ $3
12 00
10 courses of brickwork laid
.
@ 50c
5 00
6,426 36
$6,521 55
230
City Document No. 26.
Brought forward
Credit: Bricks, old sidewalk
Bricks, old granite
m 90
14 00
5,521 55
106 90
§£,414 65
Kilby street, from State street to Milk street. Length, 63S linear feet.
Area, 3,551 square yards. Edgestone reset, wood block pavement
laid, crosswalks at State street paved with granite block.
Engineering .
Engineering expense
Inspection
Photographs
Advertising .
Blocks .
Amount paid to James
contract :
412 square yards existing con-
crete base excavated
and removed @ 50c.
42S square yards existing con-
crete base chipped and
removed @ 60c. .
236 cubic yards concrete base
furnished and laid @
$10
27 square yards granite block
pavement hauled and
laid, sand bed, grout
joints, @ $1.70
32 square yards existing gran-
ite block paving relaid,
sand bed and grout
joints, @ $1.50
3,524 square yards wood block
pavement furnished and
laid, mortar bed, sand
joint filler and covering
sand, @ $4.05
500 square yards bitu-
minous concrete binder
and asphalt wearing sur-
face furnished and laid
@$2.10 .
6 covers reset @ $3 .
Extra work — Relay old
wood block pavement
at intersection of Milk
street on account of
change of grade:
2 hours, foreman, @ $1.25,
6 hours, paver, @ 87§c.
26 hours' labor @ 55c. .
Plus 15 per cent on
$22.05 .
10 bags cement @ 70c. .
40 cubic feet sand @ 8c.
12 square yards new block
pavement laid @ $3.12,
Doherty, under
$206 00
256 80
2,360 00
45 90
4S 00
14,272 20
1,050 00
IS 00
$44S 75
1 15
609 50
12 00
S 60
41 65
2 50
5 25
14 30
3 31
7 00
3 20
37 44
Carried forward
. $18,329 90 $1,121 65
Public Works Department. 231
Brought forward . . . $18,329 90 $1,121 65
Extra work — Repave de-
pression in pavement in
Kilby street caused by
settlement over old
trench :
12 hours, paver, @ 87£c.
12 hours' labor @ 55c. .
Plus 15 per cent on $17.10,
40 cubic feet sand @ 8c.
8 bags cement @ 70c.
5 square yards new" wood
block pavement laid @
$3.12
2 hours, double team, @ $1,
Leverett street, from Green street to Charles street. (Work not started.)
Engineering $38 52
Engineering expense OS
$38 60
Main street, from City square across Alford street. (Unfinished.) Length,
5,690 linear feet. Area, 30,685 square yards. Edgestone reset, recut.
granite block paving laid and artificial stone sidewalks constructed.
Engineering $1,246 22
Engineering expense 82 17
Inspection 1,823 80
Advertising 12 60
Edgestone 262 12
Blocks, recut granite 13,515 00
Photographs 20 00
10 50
6 60
2 57
3 20
5 60
15 60
2 00
18,375 97
sun 107 fi°
$16,961 91
Credit: Bricks, old sidewalk .... 272 90
Amount paid to William J. Barry, under con-
tract :
170 linear feet circular edge-
stone set @ 30c. $51 00
9,900 linear feet existing edge-
stone reset © 20c. . 1,980 00
1,250 square yards existing
granite block paving
relaid, gravel joints, @
75c. . . . . 937 50
600 square yards granite
block paving recut,
hauled and laid, sand
bed and grout joints
(unfinished), @ $2.25, 1,350 00
8,500 square yards granite
block paving recut,
hauled and laid, sand
bed and grout joints,
@ $3.50 . . . 29,750 00
$16,689 01
Carried forward . . . $34,068 50 $16,6S9 01
126 00
232 City Document No. 26.
Brought forward . .. $34,068 50 $16,689 01
17 374 square yards existing
granite block paving
recut and relaid, con-
crete base, sand bed
gd^ grout joints, @ ^^ qq
252 square yards exist i n g
brick sidewalks relaid
@ 50c. . • . ■ . ■
52,390 square feet a r 1 1 fi c l a 1
stone sidewalks, con-
crete base and wearng
surface furnished and
laid @, 21c. . . . n>0()1 9U
100 square feet a r t i fi c i a 1
stone driveways, con-
crete base and wearing
surface furnished and
laid @ 25c. ... 25 00
33 covers reset @ $3 . . 99 00
7 Bradley head catch-bas-
ins reset @ $5 . • 35 °°
19 courses of brickwork
laid @ 50c. .... 9 5U
280 linear feet track basin
drain, etc., laid @ ^ QQ
10 cubic yards earth exca-
vation above grade in
outside trench for test
pits, etc., @ $2 . . 20 00
(Section 1. Article E.
Overhaul.)
900 tons recut granite blocks
hauled from Massa-
chusetts avenue lot (in-
stead of from Dor-
chester avenue lot) two
miles overhaul @ He.
per ton per half mile . 396 00
$107,289 90
7,600 square yards granite
blocks bought by con-
tractor @ 30c. . . 2,280 00
$105,009 90
Less 15 per cent retained, 15,751 49 ^ ^ ^
$105,947 42
EdUtoneea'ri;rTopqeTarepJvementSaid, artificial stone s,dewalks
constructed.
-v ■ $64 46
Engineering 51 93
Inspection 17 00
Photographs j qq
Advertising
Carried forward
Public Works Department.
233
Brought forward
$135 29
Amount paid to Central Construction Com-
pany, under contract:
9 linear feet circular edge-
stone set @ 30c. .
$2
70
768 linear feet existing edge-
stone reset @ 25c.
192
00
1,084 square yards concrete base
and Topeka wearing sur-
face furnished and laid
@ $3.79 . . _ .
4,108
36
4,695 square feet artificial stone
sidewalks furnished and
laid, concrete base and
wearing surface, @ 26c,
1,220
70
4 covers reset @ S3
12
00
4 courses of brickwork laid
@ 50c
2
00
$5,537
76
Credit: Blocks, $70; bricks, $90,
160
00
— 5,377 76
>,513 05
Moore street, from Bennington street to Saratoga street. For details and
cost see Saratoga street, from Chelsea street to Bennington street.
Newbern street, from Sterling street to Weston street. Length, 270 linear
feet. Area, 603 square yards. Artificial stone, 2,523 square feet?
Edgestone reset, Topeka pavement laid and artificial stone sidewalks
constructed.
Engineering . . $48 39
Inspection
Edgestone
Advertising
Photographs
Credit: Bricks, $54; blocks,-$14
Amount paid to Central Construction Com-
pany, under contract:
16 linear feet circular edge-
stone set @ $0.35 . $5 60
533 linear feet existing edge-
stone reset @ 30c. . 159 90
5 square yards existing
granite block paving
relaid, concrete base,
sand bed and grout
joints, @ $2.50 . . 12 50
603 square yards concrete
base and Topeka
wearing surface fur-
nished and laid @ $3.75, 2,261 23
2,523 square feet artificial
stone sidewalks, con-
crete base and wearing
ing surface, furnished
and laid @ 26c. . . 655 98
40 28
23 18
1 37
9 50
$122 72
68 00
$54 72
3,095 23
,149 95
234 City Document No. 26.
Newbury street, from Arlington street to Fairfield street. Length, 3,024
linear feet. Area, 12,349 square yards. Edgestone reset, bitulithic
pavement laid, artificial stone sidewalks constructed.
Engineering $320 55
Engineering expense 11 66
Inspection 212 23
Advertising 7 00
Edgestone 51 97
Lumber 7 24
Teaming 3 00
Labor, making templets 14 00
Amount paid to Warren Brothers Com-
pany, under contract:
507.5 tons crushed stone fur-
nished, placed,
watered and rolled,
@ $3.30 . . . $1,674 75
5,915 linear feet existing edge-
stone reset @ 25c. . 1,478 75
40 square yards existing
granite block paving
relaid, sand bed, grout
joints,® $2 . . . 80 00
13,659 square yards bitulithic
wearing surface fur-
nished and laid on
macadam foundation
@ $2.09 . .... 28,547 31
211 square yards existing
brick sidewalks relaid
@ 50c 105 50
65,001 square feet artificial
stone sidewalks fur-
nished and laid @ 23c, 14,950 23
140 square feet artificial
stone driveways fur-
nished and laid @
$0.26 .... 36 40
9 Bradley head catch-
basins reset @ $5 45 00
12 covers reset @ $3 . . 36 00
28 courses of brickwork laid
@ 50c 14 00
Section 1, Article E,
overhaul :
437 tons granite blocks
hauled to Child street
yard, West Roxbury,
3 miles overhaul @
lie. per ton per §
mile .... 288 42
166 tons sidewalk bricks
hauled to Highland
street yard, Roxbury,
1 mile overhaul @ lie.
per ton per h mile . . 36 52
47,292 88
Credit: Blocks, old paving
Bricks, old sidewalk
13,063 10
879 10
$47,920 53
3,942 20
$43,978 33
Public Wokks Department.
235
Parker street, from Conant street to Tremont street. Length, 653 linear
feet. Area, 2,633 square yards. Edgestone reset, asphalt pavement
laid, brick sidewalks relaid.
Engineering
$167 36
Engineering expense ....
4 90
Inspection
62 20
Edgestone . . .
103 68
Advertising
2 67
Bricks
27 78
$368 59
Credit: Blocks, old granite
150 00
$218 59
Amount paid to the Bermudez
Company,
under contract:
65 linear feet circular edge-
stone set @ 35c. .
$22 75
1,100 linear feet existing edge-
stone reset % 30c.
330 00
70 square yards existing
granite block paving
relaid, gravel joints, @
$1 . .
70 00
25 square yards existing
granite block paving
relaid, gravel base,
sand bed and grout
joints, @ $1.75
43 75
2,540 square yards bituminous
concrete binder and
asphalt wearing sur-
face furnished and laid
on macadam founda-
tion @ $2.11 .
5.359 40
95 square j'ards brick side-
walks laid @ 60c.
57 00
825 square yards existing brick
sidewalks relaid @ 50c,
412 50
6,778 bricks loaded and hauled
from South End Paving
Yard, Albany street, @
$3.50 per M .
23 72
$6,319 12
Less 15 per cent retained .
947 87
5,371 25
3,589 84
Rutherford avenue, from Chapman street to Cambridge street.
not started.)
Engineering $474 41
Engineering expense 1 96
Photographs 20 00
Advertising 7 00
(Work
$503 37
Saratoga street, from Chelsea street to Bennington street. Length, 5,924
linear feet. Area, 27,350 square yards. Edgestone set and reset,
asphalt pavement laid, artificial stone sidewalks furnished and laid.
Unfinished work from 1918.)
236 City Document No. 26.
Engineering $1 127 2Q
Hingineenng expense . . . 150 24
Inspection ; 388 91
Edgestone 135 86
Lumber 283 82
n j-+ r»i 1 u • $2,086 12
Credit: Blocks, old granite . . $312 10
Bricks, old sidewalk . . 895 70
1,207 80
15878 'V?
Amount paid the Berrnudez Company, under
contract :
2,450 linear feet straight edge-
stone set @ 28c. . $686 00
293 linear feet circular edge-
stone and corners set
@ 30c 87 90
7,066 linear feet existin edge-
stone reset @ 28c. . 1,978 48
9 square yards existing
granite block paving
relaid, gravel joints, @
i(T $1-25 .... 11 25
17square yards existing
granite block paving
relaid, for brows of car
tracks, concrete base,
cement sand bed and
grout joints @ $3.50 . 59 50
255 square yards existing
granite block paving
relaid or edgings and
driveways, concrete
base, grout joints, etc.,
@ $3.50 ... 892 50
27,350 square yards concrete
base, bituminous con-
crete binder asphalt
wearing surface fur-
n i s h e d and laid @
o $3-42 . . . 93,537 00
28 square yards existing
brick sidewalks relaid
tntn @60c 16 80
4,646 square feet artificial
stone sidewalks fur-
nished andlaid @
27fc 1,277 65
60,440 square feet artificial
stone sidewalks fur-
nished and laid on
existing foundation @
OA 215C 12,994 60
64 square f e e(t artificial
stone driveways
furnished and laid @
35c 22 40
Carried forward . . . $111,564 08 $878 32
Public Works Department. 237
Brought forward . . . $111,564 08 $878 32
1,126 square feet artificial
stone driveways
furnished and laid on
existing foundation @
29c* .... 326 54
16 covers reset @ $3 . . 48 00
14 courses of brickwork
laid @ 50c. ... 7 00
Extra work — ■ Fur-
nish and lay asphalt
pavement on macadam
foundation and regu-
late in Moore street,
between Saratoga and
Bennington streets :
154 linear feet existing edge-
stone reset @ 28c. . 43 12
553 square yards asphalt
pavement furnished
and laid on macadam
foundation @ $2.10 . 1,16130
565 square feet artificial
stone sidewalks fur-
nished and laid @
21|c* .... 121 48
25 square yards brick side-
walks relaid @ 60c. . 15 00
Extra work — ■ Reset
edgestone, relay
granite block paving,
lay artificial stone
sidewalks and furnish
and lay asphalt pave-
ment on macadam
foundation in Sara-
toga street and Chel-
sea street, from Sara-
toga street to Ben-
nington street :
712 linear feet edgestone re-
set @ 28c. ... 199 36
59 square yards granite
block paving relaid,
concrete base, grout
joints, @ $3.50 . . 206 50
2,369 square yards asphalt
pavement furnished
and laid on macadam
foundation © $2.10 . 4,974 90
7 square yards brick side-
walks relaid @ 60c. . 4 20
6,449 square feet artificial
stone sidewalks fur-
nished and laid @
21k.* .... 1,386 54
Carried forward . . . $120,058 02 $878 32
* Decrease of six cents per square foot.
238
City Document No. 26.
Brought forward
Extra work — Omit arti-
ficial stone sidewalks
on westerly side, in
front of vacant land,
between West street
and Boardman street,
and substitute laying
of brick sidewalks:
893 square yards brick side-
walks laid @ 75c.
Less amount paid in 1918,
$120,058 02 $878 32
669 75
727 77
68,196 13
52,531 64
$53,409 96
Shirley street, from Massachusetts avenue about 400 feet southerly.
Length, 400 linear feet. Area, 2,707 square yards. Edgestone set
and reset, granite block paving laid, brick sidewalks relaid.
Engineering .
Engineering expense
Inspection
Photographs
Edgestone
Blocks, 71,000 old granite
Bricks, 16,800 old sidewalk
Advertising ....
Amount paid to Gore Co., Inc., under contract :
863 linear feet existing edge-
stone reset @ 21c. . $181 23
2,033 square yards granite
block paving hauled and
laid, gravel base, sand
bed and grout joints @
$1.45 . . . . 2,947 85
674 square yards existing
granite block paving
taken up, cleaned, piled,
and relaid, gravel base,
sand bed and grout
joints @ $1.25 . . 842 50
837 square yards existing brick
sidewalks relaid @ 60c. 502 20
10 covers reset <& $3 . . 30 00
$119 43
7 35
120 82
24 00
19 56
2,130 00
168 00
6 30
4,503 78
$7,099 24
Smith street, from Huntington avenue to St. Alphonsus street. Length, 584
linear feet. Area, 1,774 suarqe yards. Edgestone reset, asphalt
pavement laid, brick sidewalks relaid.
Engineering
$115 19
Engineering expense .
13 60
Inspection
138 31
Edgestone
102 92
Advertising
2 66
Bricks, old sidewalk .
244 00
$616 68
Credit: Blocks, old granite
170 00
$446 68
Public Works Department.
239
Brought forward
$446 68
Amount paid to the Bermudez Company, under
contract:
25 linear feet circular edge-
stone set @ 35c.
$8 75
860 linear feet existing edge-
stonc reset @, 30c.
258 00
15 square yards existing
granite block paving
relaid, gravel joints, @
$1
15 00
35 square yards existing
granite block paving
relaid, gravel base,
sand bed and grout
joints @ $1.75 .
61 25
1,735 square yards bituminous
concrete binder and
asphalt wearing sur-
face furnished and laid
on macadam founda-
tion @ $2.11
3,660 85
7 square yards brick side-
walks laid @ 60c.
4 20
600 square yards existing
brick sidewalks relaid
@50c
300 00
14,400 bricks loaded and hauled
from South End Pav-
ing Yard, Albany
street, @, $3.50 per M.,
50 40
2 covers reset @ $3 .
6 00.
1 Bradley head catch-basin
reset @ $5 .
5 00
6 courses of brickwork
laid @ 50c. .
3 00
$4,372 45
Less 15 per cent retained,
655 87
°l 71 fi tt
o, / ±o DO
■ $4,163 26
Smith street, from Phillips street to Parker street. Length 609 linear feet.
Area, 1,759 square yards. Edgestone reset, asphalt pavement laid,
brick sidewalk relaid.
Engineering
$84 73
Engineering expense .
1 20
Inspection
15 66
Bricks, old sidewalk .
294 00
Teaming
70 00
Labor, handling stock
21 00
Amount paid to the Bermudez Comp
any, under
contract :
35 linear feet circular edge-
stone set @ 35c. .
$12 25
1,100 linear feet existing edge-
stone reset @ 30c.
330 00
18 square yards existing
granite block paving re-
laid, gravel base, sand
bed, and grout joints
@ $1.75 ....
31 50
Carri ed forward
$373 75
$486 59
240 City Document No. 26.
$486 59
Brought forward
$373 75
1,750 square yards bituminous
concrete binder and
asphalt wearing sur-
face furnished and
laid on macadam
foundation @ $2.11 .
3,692 50
220 square yards brick side-
walks laid @ 60c.
132 00
570 square yards existing
brick sidewalks relaid
@50c
285 00
13,200 bricks loaded and hauled
from South End Paving
Yard, Albany street, @
$3.50 per M.
46 20
$4,529 45
Less 15 per cent retained,
679 42
3,850 03
$4,336 62
State street, from Commercial street to Atlantic avenue. (Work done in
1918.)
Inspection $37 38
Sterling street, from Washington street to Tremont street. Length, 1,729
linear feet. Area, 5,724 square yards. Edgestone reset, Topeka
pavement laid, artificial stone sidewalks constructed.
Engineering . $204 31
Engineering expense 7 82
Inspection 158 72
Edgestone 404 75
Photographs 25 00
Advertising 1 90
$802 50
Credit: Bricks, old sidewalks . $484 75
Credit: Blocks, old granite . 38 00
— 522 75
$279 75
Amount paid to Central Construction Com-
pany, under contract:
231 linear feet straight edge-
stone and corners
hauled and set @ 38c. $87 78
113 linear feet circular edge-
stone set @ 30c. . . 33 90
3,186 linear feet existing edge-
stone reset @ 25c. . 796 50
527 square yards existing
granite block paving re-
laid, gravel joints, @
90c 474 30
5,724 square yards concrete
base and Topeka wear-
ing surface furnished
and laid @ $3.79 . _ . 21,693 96
116 square yards brick side-
walks relaid @ 30c. . 34 80
Carried forward . . . $23,121 24 $279 75
Public Woeks Department.
241
Brought forward
22,198 square feet artificial stone
sidewalks furnished
and laid, concrete base
and wearing surface @
26c. ...
116 square feet artificial stone
foundation furnished
and placed @ 5§c.
9 covers reset @ $3
22 courses of brickwork laid
@50c.
Extra work — Remove
tree on Sterling street
near Shawmut avenue:
9 hours, foreman, @ 75c. .
63 hours labor @ 45c. .
Plus 15 percent on $35.10,
2 hours auto truck @ $3.75,
Extra work — Lay Topeka
pavement on old con-
crete base in Cabot
street approach to Ster-
ling street:
25 square yards Topeka
pavement laid @ $2
$23,121 24 $279 75
5,771 4S
6 49
27 00
11 00
6 75
28 35
5 27
7 50
50 00
29,035 08
$29,314 83
$333 95
22 36
420 12
12 00
6 80
84 00
153 00
17 44
John McCourt Company,
$361 00
Summer street, South Boston, from Fort Point channel to bridge over
New York, New Haven & Hartford Railroad. Length, 1,030 linear
feet. Area, 7,615 square yards. Edgestone reset, granite block
paving relaid and artificial stone sidewalks constructed.
Engineering .
Engineering expense
Inspection
Photographs
Advertising .
Bricks
Blocks .
Edgestone
Amount paid to
under contract
1,444 linear feet existing edge-
stone reset @ 25c.
206 square yards granite
block paving recut,
hauled and laid, con-
crete base, sand bed
and grout joints, @
$3.35 ....
7,409 square yards existing
granite block paving,
recut and relaid, con-
crete base, sand bed
and grout joints, @
$3.35 ....
15,393 square feet artificial stone
foundation furnished
and placed, @ 4c.
Carried forward
690 10
24,820 15
615 72
$26,486 97 $1,049 67
242 City Document No. 26.
Brought forward . _ . . $26,486 97 $1,049 67
15,393 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face furnished and laid,
@ 29c 4,463 97
6 covers reset @ $3 . . 18 00
3 courses of brickwork
laid @ 50c. . 1 50
Extra work — backfill
edgestone trench with
old artificial stone and
grout same :
375 linear feet edge s t on e,
trench backfilled with
old artificial stone and
grouted @ 36c. . . 135 00
Extra work — Break out
old artificial stone side-
walks, set edgestone,
pave roadway and
brick sidewalks in Mel-
cher street where
directed:
37 1 linear feet existing edge-
stone reset @ 25c. . 92 75
696 square yards existing
granite block paving
relaid, gravel joints, @
60c 417 60
361 square yards existing
brick sidewalks relaid
@ 40c 144 40
1,625 square feet old artificial
stone sidewalks broken
out @ 4c. . 65 00
Extra work — Haul side-
walk bricks from East
Fourth street, East
First street and Atlan-
tic avenue:
Bricks loaded and hauled, 37 00
31,862 19
$32,911 86
Sussex street, from Hammond street to Warwick street. Length, 276
linear feet. Area, 546 square yards. Artificial stone, 1,927 square
feet. Edgestone reset. Topeka pavement laid and artificial stone
sidewalks constructed.
Engineering .
Engineering expense
Inspection
Photographs
Advertising .
Amount paid to Central Construction Com-
pany, under contract:
611 linear feet existing edge-
stone reset @ 30c. . $183 30
546 square yards concrete base
and Topeka wearing
surface furnished and
laid @ $3.75 . . . 2,047 50
$78 57
64
32 22
17 50
1 37
Carried jorward . . . $2,230 80 $130 30
Public Works Department.
243
Brought forward
28 square yards existing
brick sidewalks relaid
@50c
1,927 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 26c,
5 covers reset @ $3
15 courses of brick work laid
@ 50c. .
Extra work — Grade ap-
proaches to street and
lay Topeka pavement on
old macadam founda-
tion:
$2,230 80
14 00
501 02
15 00
7 50
$130 30
54 square yards Topeka pave-
ment laid on old mac-
adam foundation @ $2,
108 00
2,876 32
$91 00
44 10
edit: Blocks, old granite
Bricks, old sidewalk
$3,006 62
135 10
$2,871 52
Tremont street, from Common street to Castle street. Length, 1,200 linear
feet. Area, 4,406 square yards. Edgestone reset, granite block
pavement laid, artificial stone sidewalks constructed.
Engineering ....
$481 02
Engineering expense .
21 09
Inspection . .
476 29
Edgestone . .
93 78
Lumber ....
9 66
Testing granite blocks
135 00
Wood blocks
45 00
49 linear feet circular edge-
stone set @ 30c. .
$14 7C
1
1,96S linear feet existing edge-
stone reset @ 27c.
531 3C
780 cubic yards concrete base
furnished and laid (5
$10.30 .
8,034 0C
107 square yards existing
granite block paving
relaid, gravel joints, @
75c
80 21
4,406 square yards granite
block paving furnishec
and laid, cement sane
bed, grout joints, etc.,
@ $4.99
21,985 94
822 square yards existing
granite block paving
relaid, cement sane
bed, grout joints
@ $2 .
1,64
4 00
Carried forward
$32,290 25 $1,261 84
244
City Document No. 26.
Brought forward
242 square yards existing
brick sidewalks relaid
@45c
15,396 square feet artificial
stone sidewalks fur-
nished and laid @
22^c*
12 covers reset @ S3 .
2 Bradley head catch-
basins reset @ So
4 courses of brickwork laid
@ 50c
Extra work — Excavate
and remove old ties
and concrete base in
Shawmut avenue, at
Tremont street, on ac-
count of change in
grade and clean pitch
from granite blocks:
IS hours, foreman, @ 75c,
388 hours' labor @ 50c.
Plus 15 per cent on
$207.50 . ' .
44 hours, double team, @
Credit: Blocks, old granite
Bricks, old sidewalk
>,290 25 $1,261 84
108 90
3,464 10
36 00
10 00
2 00
13 50
194 00
31 13
44 00
36,193 88
S3, 698 50
336 20
$37,455 72
4,034 70
$33,421 02
Tremont street, from Castle street to Dover street. Length, 830 feet.
Area, 4,877 square yards. Edgestone reset, recut granite block
laid in brows and dummy, Topeka pavement laid, artihcial stone
sidewalks laid.
Engineering $334 08
Engineering expense .
20 35
Inspection
528 02
Edgestone
57 67
Templets
26 69
Wood blocks ....
5 63
$972 44
Credit : Bricks, old sidewalk
$112 70
Blocks, old paving
104 50
217 20
$755 24
Amount paid to Rowe Contracting
Company,
under contract:
36 linear feet circular edge-
stone reset @, 50c.
$18 00
1,086 linear feet existing edge-
stone reset @ 40c.
434 40
62 square yards existing
granite block paving
relaid, gravel joints,
@$1.50
93 00
Carried forward
$545 40
$755 24
* Decrease of 6 cents per square foot.
Public Works Department. 245
Brought forward . . . $545 40 $755 24
591 square yards existing
granite block paving
recut and relaid, grout
joints, including con-
crete base (dummy or
brows) @ $3 . 1,773 00
15 square yards existing
granite block paving
recut and relaid, grout
joints, including con-
crete base (for edg-
ings), @ $3.60 . 54 00
4,271 square yards concrete
base and Topeka wear-
ing surface furnished
andlaid©$3.40 . . 14,52140
12 square yards existing
brick sidewalks relaid
@ 50c. . . 6 00
12,349 square feet artificial
stone sidewalks fur-
nished and laid @ 35c, 4,322 15
93 square feet artificial
stone driveways fur-
nished and laid @ 35c, 32 55
1 Bradley head catch-basin
reset @ $5 . . . 5 00
5 covers reset @ $3 . . 15 00
Extra work — Reset
edgestone, etc, in
Appleton street, from
Tremont street to
Berkeley street :
32 linear feet circular edge-
stone set @ 50c . 16 00
764 linear feet existing
edgestone reset @ 40c , 305 60
1,560 square yards granite
block paving relaid,
grout joints, @ $1.75 . 2,730 00
720 square yards brick side-
walks relaid © 50c . 360 00
Extra work — Relay ex-
isting granite block
paving in Compton
street from Tremont
street across Albion
street :
579 square yards granite
block paving relaid,
grout joints, @ $1.75 . 1,013 25
Extra work — Bar up
and haul to Massachu-
setts avenue lot, as
directed, old block in
Compton street and
haul from lot suitable
block :
35 hours, foreman, © 75c, 26 25
175 hours' labor @ 45c . 78 75
Plus 15 per cent on $105, 15 75
Carried forward . . . $25,820 10 $755 24
246
City Document No. 26.
Brought forward . . . $25,820 10
44 hours, double team, @
$1 44 00
$755 24
25,864 10
,619 34
Tremont street, from Dover street to Northampton street. (Unfinished.)
Length, 3,850 linear feet. Area, 27,340 square yards. Edgestone
reset, granite block pavement relaid and sheet asphalt pavement
laid.
Engineering $623 03
Engineering expense 6 90
Advertising 7 20
Blocks, recut granite 950 00
Amount paid to B. E. Grant Company, under
contract :
461 square yards granite blocks
recut, hauled and laid in
dummy of car tracks, con-
crete base, sand bed and
grout joints, @ $3.75 . $1,728 75
Extra work — Make road-
way safe at brows on ac-
count of change of grade
in track:
Making roadway safe . . 50 00
Less 15 per cent retained
1,778 75
266 81
1,511 94
$3,099 07
Tremont street, from Hammond street to William Pynchon square. Lengthk
3,550 linear feet. Area, 19,368 square yards. Edgestone reset, brie
sidewalks^relaid, recut granite block pavement laid.
Engineering .
Engineering expense
Inspection
Edgestone
Photographs
Advertising .
Bricks .
Blocks .
Amount paid to Bernard E. Grant Company,
under contract:
337 linear feet circular edge-
stone set @ 40c. . . $134 80
6,324 linear feet existing edge-
stone reset @ 25c. . 1,581 00
3,277 cubic yards concrete base
furnished and laid @
$8.70 . . . . 28,509 90
1,425 square yards existing
granite block paving
relaid, gravel joints, @
$1.50 . . . . 2,137 50
19,638 square yards existing
granite block paving
recut and relaid, sand
bed and grout joints,
@ $2 . . . . 39,276 00
51,443 22
78 06
1,209 24
499 66
20 00
6 30
1,334 00
105 00
Carried forward
$71,639 20 $4,695 48
Public Works Department. 247
Brought forward . . . $71,639 20 $4,695 48
6,542 square yards existing
brick sidewalks relaid
@ 30c. . . . . 1,962 60
87,200 sidewalk paving bricks
loaded and hauled from
Massachusetts avenue
lot @ 50c. per M. . 43 60
56 covers reset @ $3 . . 168 00
89 courses of brickwork laid
@ 50c 44 50
Extra work — Cut out
concrete around Boston
Elevated poles and
break out artificial
stone sidewalks at
Texas street:
7 hours, foreman, @ $1 . 7 00
6 hours, edgestone setter,
@ $1 . 6 00
64 hours' labor @ 60c. . 38 40
Plus 15 per cent on
$51.40 .... 7 71
Extra work — Furnish
crushed stone and make
approaches at Cunard
and Terry streets:
10 hours' labor @ 60c. . 6 00
Plus 15 per cent on $6 . 90
16| tons crushed stone fur-
nished @ $3 . . . 48 38
Extra work — Relay ex-
isting granite blocks,
grout joints, at ap-
proach to Hammond
street:
43 square yards existing
granite blocks relaid,
grout joints, @ $1.50 . 64 50
Extra work — ■ Relay old
brick block pavement
in Whittier street at
the Tremont street ap-
proaches:
9 square yards brick block
pavement laid @ $1 . 9 00
Extra work — Haul side-
walk bricks from South
Boston Paving Yard:
46,200 bricks hauled from South
Boston yard @ $3 per
M 138 60
74,184 39
$78,879 87
Warwick street, from Hammond street to Ruggles street. Length, 1,368
linear feet. Area, 4,140 square yards. Edgestone reset, Topeka pave-
ment laid and artificial stone sidewalks constructed.
Engineering $192 27
Engineering expense 3 99
Inspection Ill 99
Edgestone 445 13
Carried forward $753 38
248 City Document No. 26.
Brought forward $753 38
Photographs 29 00
Advertising 1 90
$784 2S
Credit: Blocks. $85; brick, $84 . . . 169 00
Amount paid to Central Construction Com-
pany, under contract:
206 linear feet straight edge-
stone and corners
hauled and set @ 38c, $78 28
131 linear feet circular edge-
stone set @ 30c. . 39 30
2,254 linear feet existing edge-
stone reset @ 25c. . 563 50
52 square yards existing
granite block paving
relaid, concrete base,
sand bed, grout joints,
@ $2.90 ... 150 80
4,140 square yards concrete
base and Topeka wear-
ing surface furnished
and laid © $3.79 . 15,690 60
23 s q u a r e yards existing
brick sidewalks reaid
@ 30c 6 90
15,011 square feet artificial stone
sidewalks f u rnished
and laid, concrete base
and wearing surface, @
26c
10 covers reset @ $3 .
30 courses of brickwork laid
@ 50c
$615 2S
3,902 86
30 00
15 00
20,477 24
$21,092 52
Washington street, from Forest Hills to Archdale road. Length, 2,738
linear feet Area, 13,386 square yards (including track). Edgestone
set and reset, granite block pavement laid, artificial stone sidewalks
constructed. Unfinished work from 1918. Work completed May 31,
1919.
Engineering
$321 40
Engineering expense .
36 Q7
Inspection
445 57
Photographs ....
20 00
Templets ....
8 80
Amount paid to Simpson Brothers
Corpora-
tion, under contract:
Removing trees, bushes,
etc.
$100 00
4,521 linear feet straight edge-
stone and corner
hauled and set @ 35c,
1,582 35
185 linear feet circular edge-
stone set @ 30c.
55 50
Carried j or ward . . . $1,737 85 $831 S4
Public Works Department. 249
Brought forward . . . $1,737 85 $831 SI
736 linear feet existing edge-
stone reset @ 25c. . 184 00
10,584 square yards granite
block paving furnished
and laid, cement sand
bed, grout joints, etc.,
@ $5.98 . . . 63,292 32
37,262 square feet artificial stone
sidewalks furni shed
and laid @ 25c. .
9,315 50
65 covers reset @ $3 .
195 00
Extra work — Relay
granite block paving
with cement grout
joints and cement sand
bed in 6-inch cement
concrete base in Wash-
ington street at bend
north of railroad
bridge:
97 square yards granite
block paving relaid,
grout joints, @, $3
291 00
Extra work — Light
dummy where directed:
28 nights' lighting dummy
@$3.40
95 20
Extra work — Pile block
left on street to be used
in patching dummy :
1 day, foreman, @ $6
6 00
14| days' labor @ $4 .
56 50
Plus 15 per cent on
$62.50 ....
9 38
| day, double team, @ $8 .
3 00
Extra work — Grade ap-
proaches as directed:
f day, foreman. @ $6
4 50
9 days' labor @ $4 .
36 00
Plus 15 per cent on
$40.50 ....
6 08
1| days, double team, @ $8,
9 00
Extra work — Cut sewer
sheathing (buried):
5 days' labor @ $4 .
20 00
Plus 15 per cent on $20,
3 00
Extra work — Furnish
stonecutter to dress
back of edgestone at
hydrants where d i -
rected:
1| davs, stonecutter, @ $7,
8 75
Plus 15 per cent on $8.75,
1 31
Extra work — Remove
tree and stump near
Arboretum road:
Removing tree and
stump ....
200 00
Carried forward . . . $75,474 39 $831 84
250
City Document No. 26.
Brought forward
Less 78-f e e t 6-inch
of straight edgestone
broken by contractor,
Less amount paid
1918 .
Amount due
$75,474 39
94 99
$75,379 40
38,332 60
$831 84
37,046 80
$37,878 64
Washington street, Brighton, from Market street across Tremont street.
Length, 4,120 linear feet. Area, 7,402 square yards. Edgestone set
and reset, granite block pavement laid, artificial stone sidewalks and
driveways constructed. (Unfinished.)
Engineering
$636 29
Engineering expense .
17 85
Inspection
580 15
Advertising
7 40
Edgestone
2,164 58
Blocks
2,118 70
$5,524 97
Credit: Bricks, old sidewalk
164 77
$5,360 20
Amount paid to Warren Brothers (
Company,
under contract :
10 cubic yards rock excava-
tion @ $5
$50 00
1,900 linear feet straight edge-
stone hauled and set @,
40c.
760 00
139 linear feet circular edge-
stone set @ 40c. .
55 60
3,056 linear feet existing edge-
stone reset @ 30c.
916 80
1,480 linear feet crushed stone
and concrete founda-
tion furnished and
placed @ 24c.
355 20
474 cubic yards concrete base
furnished and laid @
$9 .
4,266 00
244 square yards existing
granite block paving re-
laid, gravel joints, @
$1
2,125 square yards granite block
paving hauled and laid,
in dummy, sand bed
and grout joints, @
$2.30 ....
582 square yards existing
granite block paving re-
cut and relaid in
dummy, sand bed and
grout joints, @ $2
Carried f rward
244 00
4,887 50
1,164 00
$12,699 10 $5,360 20
Public Works Department. 251
.15,360 20
Brought forward
$12,699 10
155 square yards existing
granite block paving re-
cut and relaid. in brows
of car tracks, sand bed
and grout joints, @ $2,
310 00
4,296 square yards bitulithic
wearing surface fur-
nished and laid on
macadam foundaton
@ $2.23 ....
9,580 08
66 square yards existing
brick sidewalks relaid
@ $1 . . , .
66 00
51,477 square feet artificial stone
foundation furnished
and placed @ 7c. .
3,603 39
22,780 square feet artificial stone
sidewalks, concrete base
and wearing surface
furnished and laid, @
24c. . .
5,467 20
1,000 square feet artificial stone
driveways, co n c r e te
base and wearing sur-
face furnished and laid
@ 30c
300 00
24 covers reset @ $3 .
72 00
4 Bradley head catch-basins
reset @ $5
20 00
44 courses of brickwork
laid @ 50c. .
22 00
$32,139 77
Less 15 per cent retained,
4,820 97
27,318 80
- — $32,679 00
Washington street, from Beach street across Kneeland street. (Work not
started.)
Engineering $102 61
Advertising 12 50
$115 11
West Broadway, from Dorchester avenue to A street. (Unfinished work
from 1917.)
Amount paid to Boston Elevated Railway Company:
2,365 square yards granite block paving on concrete base
with grout joints $827 75
West Broadway, from F street to Dorchester street. (Work not done.)
Engineering $17 72
Advertising 6 00
Photographs 12 00
• $35 72
Westminster street, from Hammond street to Ruggles. Length, 1,152
linear feet. Area, 3,929 square yards. Edgestone reset, Topeka
pavement laid, artificial stone sidewalks constructed.
City Document No. 26.
Engineering $174 27
Engineering expense 3 'JO
Inspection 129 42
Edgestone 303 59
Photographs 25 00
Advertising 1 90
Templets ... . 31 S4
Amount paid to Central Construction Com-
v. under contract:
36 linear feet straight edge-
stone and corners
hauled and set @ 38c. $32 68
125 linear feet circular edge-
stone set @ 30c. . 37 50
1,884 Linear feet existing edge-
stone reset @ 25c. . 471 00
'Jo square yards existing
granite block paving re-
laid, concrete base, sand
bed. grout joints.
-: K) .... 75 40
3,929 square yards concrete base
and Topeka wearing
surface furnished and
laid @ $3.79 14,890 91
'Jo square yards existing brick
sidewalks relaid @ 30c., 7 SO
L3,879 square feet artificial stone
sidewalks f u r n i s h e d
and laid, concrete base
and wearing surface
26c. . 3,608 54
11 covers res S3 . 33 00
10 courses of brickwork laid
50c 5 00
19.101 S3
S19.S31 05
Credit: Bricks, old sidewalk . S470 00
Blocks, old paving . . 105 00
071 00
$19,160 05
Wesi Tom Warwick street to Tremont street. Length, 555 linear
feet. Area. 1.371 square yards. Artificial stone 4.059 square feet.
Edgestone reset. Topeka pavement laid and artificial stone sidewalks
constructed.
Engineering $73 57
Inspection 51 77
Edgestone 70 85
Photographs 21 50
Advertisine 1 37
Credit: Blocks, old granite
Brick, old sidewalk
Carried forward
$26 00
109 SO
$219 00
135 SO
Public Works Department. 253
Brought j or ward $83 26
Amount paid to Central Construction Com-
pany, under contract:
48 linear feet circular edge-
stone set @ 35c. . . $16 80
986 linear feet existing edge-
stone reset @ 30c. . 295 00
3 square yards existing
granite block paving re-
laid, gravel joints, @
70c 2 10
18 square yards existing
granite block paving re-
laid, concrete base, sand
bed and grout joints, @
$2.50 .... 45 00
1,371 square yards concrete base
and Topeka wearing
surface furnished and
laid @ $3.75 . . 5,141 25
20 square yards existing
brick sidewalks relaid
@ 50c 10 00
4,959 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid, © 26c, 1,289 34
6 covers reset @ $3 . . 18 00
12 courses of brick work laid,
@ 50c 6 00
6,824 29
$6,907 55
Williams street, from Washington street to Westminster street. Length,
962 linear feet. Area, 2,784 square yards. Artificial stone, 11,406
square feet, edgestone reset, Topeka pavement laid and artificial
stone sidewalks constructed.
Engineering $120 18
Engineering expense 91
Inspection 79 26
Edgestone 137 48
Photographs 21 50
Advertising 1 36
Amount paid to Central Construction Com-
pany, under contract:
80 linear feet straight edge-
stone and corners,
hauled and set % 38c, $30 40
28 linear feet circular edge-
stone set (a 35c. . . 9 80
2,071 linear feet existing edge-
stone reset (& 30c. . 621 30
734 square yards existing
granite block paving
relaid, gravel joints, (g>
70c. . . . . 513 80
24 square yards existing
granite block paving
relaid, concrete base,
sand bed, and erout
. joints, (a $2.50 . . 60 00
Carried forward . . . $1,235 30 $360 69
254
City Document No. 26.
Brought forward
2,784 square yards concrete
base and Topeka wear-
ing surface furnished
and laid @ $3.75
185 square yards existing
brick sidewalks relaid
@ 50c
420 square feet artificial stone
foundation furnished
and placed @ 2|c.
11,281 square feet artificial stone
sidewalks, c o n cr e t e
base and wearing sur-
face furnished and laid
@ 26c
125 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@30c
5 covers reset @ $3 .
13 courses of brick work
laid @ 50c. .
Extra work — Remove
old granite flagging
from sidewalks near
Washington street :
14 hours, foreman, @ 75c. .
210 hours' labor @ 45c.
Plus 15 per cent on $105,
9 hours, double team, @ $1,
5 hours, steam roller. 0), $2,
Credit: Blocks, old granite
Bricks, old sidewalk
1,235 30
10,440 00
92 50
10 50
2,933 06
37 50
15 00
6 50
$360 69
10 50
94 50
15 75
9 00
10 00
14,910 11
$15,270 80
$555 00
238 35
793 35
$14,477 45
Windsor street, from Shawmut avenue to Cabot street. Length, 958 linear
feet. Area, 3,499 square yards. Artificial stone, 13,124 square
feet. Edgestone reset, Topeka pavement laid and artificial stone
sidewalks constructd.
Engineering .
Engineering expei
Inspection
Edgestone
Photographs
Advertising .
Blocks .
Labor, handling s
lse
tock
8(
0(
$165 71
1 20
94 73
293 22
17 50
1 36
12 00
15 75
Credit: Bricks,
Bricks,
old sidewalk
old .
$401
148
$601 47
)
)
549 80
$51
67
Carried forwa
$51 67
Public Works Department.
251
Bi ought jo rward
Amount paid to Central Construction Com-
pany, under contract:
200 linear feet straight edge-
stone and corners
hauled and set @ 32c,
36 linear feet circular edge-
stone set @ 35c.
1,865 linear feet existing edge-
stone reset @, 30c.
452 square yards existing
granite block paving
relaid, gravel joints, @
70c. . ...
26 square yards existing
granite block paving
relaid, concrete base,
sand bed and grout
joints, @ $2.50 .
3,499 square yards concrete
base and T o p e k a
wearing surface, fur-
nished and laid @
$3.75 . . . .
179 square yards existing
brick sidewalks relaid
@ 50c. . .
13,124 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face, furnished and
laid @ 26c. .
2 covers reset @ $3 .
4 courses of brickwork
laid @ 50c. .
m 67
$76 00
12 60
559 60
310 40
65 00
13,121 25
89 50
3,412 24
6 00
2 00
17,660 49
,712 16
Worcester street and Worcester square. Length, 2,500 linear feet. Area,
10,722 square yards ('including Worcester square). Edgestone reset,
asphalt pavement laid on macadam and brick sidewalks relaid.
Engineering .
Engineering expense
Inspection
Edgestone
Photographs
Advertising .
Teaming
Bricks
Amount paid to Central Construction Com-
pany, under contract:
Worcester street (Columbus avenue to Wash-
ington street) :
171 linear feet straight edge-
stone and corners hauled
and set @ 35c.
80 linear feet circular edge-
stone set @ 30c
3,152 linear feet existing edge-
stone reset @ 30c.
$734 89
21 95
287 78
365 28
16 00
7 60
105 00
336 60
$59 85
24 00
Carried forward
945 60
$1,029 45
L,875 10
256 City Document No. 26.
Brought forward . . • 11,029 45 $1,875 10
20 square yards existing gran-
ite block paving relaid,
gravel joints, @ 80c . 16 00
389 square yards existing
granite block paving
relaid, gravel base, sand
bed and grout joints, @
$1.20 . . 466 80
6,760 square yards bituminous
concrete binder and as-
phalt wearing surface
furnished and laid, etc.,
@ $2.09 ...• 14,128 40
210 square "yards brick side-
walks laid @ 60c. . 126 00
1,946 square yards existing
brick sidewalks relaid©
50c - 9'3 °°
8 covers reset @ $3 . . 24 00
$16,763 65
Less 15 per cent retained, 2,514 55 ^ ^ ^
Worcester square (Washington street to Harrison
avenue) :
48 linear feet circular edge-
stone set @ 30c. . . $14 40
1,598 linear feet existing edge-
stone reset @, 30c. . 479 40
40 square yards existing
granite block paving re-
laid, gravel joints, @
80c. . ■ dZ uu
149 square yards existing
granite block paving re-
laid, gravel base, sand
bed and grout joints, @
$1.20 . • • ■ 17^ bU
3,600 square yards bituminous
concrete binder and as-
phalt wearing surface
furnished and laid on
macadam foundation
@ $2.09 ... ■ 7>524 00
1,254 square yards existing
brick sidewalks relaid @
50c • • •
6 covers reset @ $3 . . I8 °°
3 courses of brickwork laid
@50c . . • • L w
$8,875 10
Less 15 per cent retained, 1,331 26 ^ ^ g4
Amount due
$23,668 04
Public Works Department.
257
STREET IMPROVEMENTS.
Arlington street, from Boylston street to St. James avenue.
Final payment on contract for work done in 1918 by
Coleman Brothers
Artificial Stone Sidewalks.
Rebates and repairs. (See, also, appropria-
tions for maintenance and repaying and re-
constructing streets by contract.
Rebates allowed to contractors . . . $205 44
Repairs made by contractors . . . 404 23
$478 05
$609 67
Beacon street, from Raleigh street to Boston & Albany Railroad. Length,
1,623 linear feet. Area, 10,073 square yards. Work done in 1917 and
191S. Final payment made in 1919.
Engineering $6 00
Engineering expense 0 48
Cost of work done under con-
tract with the Bermudez
Company, in 1917-18 . . $19,389 96
Amount paid in 1917-18 . . 18,420 47
969 49
$975 97
Bowdoin street, from Mt. Ida road to Topliff street. Length, 1,156 linear
feet. Area, 5,210 square yards' Edgestone reset, asphalt pavement
laid and artificial stone sidewalks constructed. Work done in 1918
and 1919.
Engineering ....
Edgestone ....
Asphalt binder
Labor, edgestone excavating
Labor, edgestone resetting .
Labor, roadway excavating
Labor, roadway paving
Labor, macadam spreading
Labor, granolithic sidewalks
Teaming ....
Sand and cement .
$19 82
21 40
129 89
6 00
6 00
24 00
36 00
29 80
12 50
50 49
18 14
$354 04
Credit: Bricks, old
78 40
$275 64
Amount paid to the Bermudez
Company,
under contract:
442 linear feet existing edge-
stone reset @ 23c.
$101 66
11 square yards granite block
paving relaid, gravel
joints, @ $1 .
11 00
782 square yards granite block
paving hauled and laid
in brows and dummy
of car tracks, concrete
base, grout joints, etc.,
@ $2.60
2,033 20
Carried forward
$2,145 86
$275 64
258 City Document No. 26.
Brought forward $2,145 86 $275 64
7 square yards granite
blocks taken up,
cleaned, culled and re-
laid, in gutters and
edgings concrete base,
grout joints, etc., @
$2.10 .... 14 70
3,327 square feet artificial stone
sidewalks furnished and
laid @ 19|c. ... 640 45
91 square feet artificial
stone driveways fur-
nished and laid @ 24c. . 21 84
16 covers reset @ $3 . . 48 00
Extra work — Omit con-
crete base and lay bitu-
minous concrete binder
and asphalt wearing
surface on macadam
foundation:
3,543 square yards bituminous
concrete binder and
asphalt wearing surface
furnished and laid on
macadam foundation @
$1.43 . . . 5,066 49
Extra work — Relocate
driveway :
4 hours' labor @ 35c. . . 1 40
2 hours, edgestone setter, @
75c 1 50
Plus 15 per cent on $2.90, 0 44
$7,940 68
Amount paid in 1918 . 2,057 51
5,883 17
$6,158 81
x
Bowdoin street, from Winter street to Quincy street. Work done in 1918.
Engineering $11 00
Engineering expense 3 12
$14 12
Brighton avenue, from Commonwealth avenue to Cambridge street.
Length, 3,162 linear feet. Area, 16,412 square yards. Work done
in 1917 and 1918. Final payment made in 1919.
Cost of work done under con-
tract with the Bermudez Com-
pany in 1917-18 . . . $36,490 72
Amount paid in 1917-18 . 34,666 17
$1,824 55
$1,824 55
Charles street, from Beacon street to Boylston street. (Unfinished work
from 1918. Length, 1,313 linear feet. Area, 1,267 square yards.
Reset edgestone, recut granite block pavement laid, brick sidewalks
relaid.
Public Works Department. 259
Engineering $25 31
Engineering expense 5 50
Amount paid to James Doherty, under
contract:
1,313 linear feet existing edge-
stone reset @ 40c. . $525 20
1,269 square yards granite block
paving hauled and laid,
concrete base, cement
sand bed, grout joilnts,
@ $3.55 .... 4,504 95
1,121 square yards existing brick
sidewalks relaid @ 47c, 526 87
Extra work — Haul side-
walk brick stored in
Public Garden to South
End Yard:
7 hours, foreman, @ 75c. . 5 25
42 hours' labor @ 45c. . . 18 90
Plus 15 per cent on $24.15, 3 62
21 hours, double team, @ $1, 21 00
$5,605 79
Less amount paid in 1918, 4,508 09
1,097 70
Credit: Bricks, old sidewalk . . . . 122 50
$1,006 01
Dartmouth street, from Tremont street to Stuart street. (Work done in
1918.)
Engineering $8 00
Dorchester avenue, from Freeport street to Park street. Length 3,352
linear feet. Area, 7,149 square yards. (Work done in 1918.)
Engineering $0 96
Cost of work done imder con-
tract with James Doherty in
1918 $28,927 09
Amount paid in 1918 . . . 24,570 01
— 4-, 4,357 08
$4,358 04
Credit: Engineering labor, 1918 . . . 279 12
$4,078 92
Dorchester avenue, from Peabody square to Washington street. (Work
done in 1918.)
Engineering expense $0 48
Dorchester avenue, from Savin Hill avenue to Freeport street. (Work done
in 1918.)
Engineering expense $2 72
East Newton street, from Albany street to Shawmut avenue.^ Length,
1,673 linear feet. Area, 6,079 square yards. Edgestone reset, asphalt
pavement laid, brick sidewalks relaid.
260
City Document No. 26.
Engineering .
Engineering expense
Inspection
Edgestone .
Bricks
Teaming
Credit: Blocks, old granite .
Amount paid to Bermudez Company, under
contract:
85 linear feet circular edge-
stone set @ 35c. .
2,455 linear feet existing edge-
stone reset @ 25c.
10 square yards existing
granite block paving re-
laid, gravel joints, @
$144 60
7 36
49 86
65 39
262 00
6 00
$535 26
316 50
$218 76
453 square yards existing
granite block paving re-
laid, sand bed, grout
joints, @ $1.50 .
4,903 square yards bituminous
concrete binder and
asphalt wearing surface
furnished and laid on
macadam foundation @
$2.10 • ■■
80 square yards brick side-
walks laid @ 60c. . •
2 096 square yards existing brick
sidewalks relaid @ 50c,
21 600 bricks hauled from Massa-
chusetts avenue lot @
$3.50 per M. .
8 covers reset @ $3
Extra work — Set edge-
stone, relay brick side-
walks, repair site and
furnish and lay asphalt
pavement on macadam
foundation in West
Newton street from
Washington Street to
Shawmut avenue:
9 linear feet circular edge-
stone set @ 35c. .
430 linear feet existing edge-
stone reset @ 25c, _ .
425 square yards existing
granite block paving re-
laid, sand bed, grout
joints, @ $1.50 .
1,176 square yards bituminous
concrete binder and as-
phalt wearing surface
furnished and laid on
macadam foundation @
$2.10 .
Carried forward
$29 75
613 75
10 00
679 50
10,296 30
48 00
1,048 00
75 60
24 00
3 15
107 50
637 50
2,469 60
$16,042 65 $218 76
Public Works Department. 261
Brought forward . . . $16,042 65 $218 76
507 square yards existing
brick sidewalks relaid
@ 50c 253 50
1,500 square yards bricks
hauled from Massa-
chusetts avenue lot @
$3.50 per M. . 5 25
16,301 40
*$16,520 16
Endicott street, from Hanover street to Lafayette avenue. (Work done in
1918.)
Engineering expense $10 00
Harrison avenue, from Kneeland street to Dover street. (Work done in
1917-18.)
Engineering expense $0 72
Harvard street, from Prescott street to south side of Harvard square.
Length, 445 linear feet. Area, 1,335 square yards. (Work done in
1918.)
Engineering expenses $0 48
Cost of work done under con-
tract with the Bermudez Com-
pany in 1918 .... $3,074 00
Amount paid in 1918 . . . 2,920 30
153 70
$154 18
Market street, from Washington street to Weston avenue. (Work not
started.)
Engineering . $86 28
Maverick square, from Sumner street to Maverick street. Length, 510
linear feet. Area, 3,455 square yards. (Work done in 1917-18.)
Engineering $13 68
Engineering expense 48
Cost of work done under con-
tract with the Bermudez Com-
pany in 1917-18 . . $10,460 72
Amount paid in 1917-18 . . 9,937 69
523 03
$537 19
McKinley square. (Work done in 1917-18.)
Engineering $99 72
North Russell street, from Cambridge street to Eaton street. Length, 438
linear feet. Area, 1,273 square yards. (Work done in 1917-18.)
Cost of work done under contract with the
Bermudez Company in 1917-18 . .• $4,184 67
Amount paid in 1917-18 3,975 44
$209 23
* Of this amount, $26.24 was charged to the appropriation for Repairing and Recon-
structing Streets by Contract.
262 City Document No. 26.
School street (north side), near Washington street, city proper. Length,
69 feet. Area, 427 square feet. Artificial stone sidewalks con-
structed.
Engineering expense $0 32
Amount paid to John Landis, under contract :
427 square feet artificial stone sidewalks
laid @ 40c 170 80
$171 12
Seaver street, from Blue Hill avenue to Humboldt avenue.
630 cubic yards loam furnished and placed @ $1 .50 . $945 00
South street, from Jamaica street to Arborway. Length, 1,648 linear feet.
Area, 5,200 square yards. (Work done in 1918.)
Engineering $10 00
Cost of work done under con-
tract with the Bermudez
Company in 1918 . . . $7,398 01
Amount paid in 1918 . . 7,028 11
369 90
$379 90
Sudbury street, Court street to Merrimac street. (Work done in 1918.)
Engineering $13 00
Tar Concrete Sidewalk Repairs.
Jamaica Plain $20 00
Washington street, from Talbot avenue to Ashmont street. (Work done in
1918.)
Engineering expense . . $0 48
Washington street, from Haymarket square to Elm street. (Work done in
1917-18.)
Inspection $174 51
West Broadway, from Dorchester avenue to E street. (Work done in 1917.)
Engineering $16 20
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.
Albany street, from Troy street to about 200 feet northerly; 364 feet edge-
stone reset. (Worl? unfinished.)
Engineering $357 22
Inspection 30 30
Carried forward ■ $387 52
Public Works Department. 263
Brought forward
Edgestone ....
Blocks
Labor, edgestone excavation
Labor, edgestone resetting
Teaming ....
$387 52
33 21
7 50
45 89
107 79
4 42
$586 33
Alger street, from Dorchester avenue to the railroad. (Work done in
1917-18.)
Engineering $12 50
Archdale road, from Washington street to South street. (Work not
started.)
Engineering $25 00
Atwill road, from Park street to Richwood street. Length, 215 linear
feet. Area, 625 square yards. Edgestone set and reset, granite
block pavement laid, Topeka pavement laid, artificial stone sidewalks
and driveways constructed.
Engineering . . $55 63
Inspection 107 39
Advertising 8 98
Labor, handling stock 31 26
Edgestone, 365 feet straight .... 440 38
Blocks 1 50
Photographs ....... 12 00
Amount paid to Rowe Contracting Company,
under contract:
Removing trees, bushes, etc. ... 0 00
387 cubic yards earth excava-
tion @ $1.40 . . . $541 80
364 linear feet straight edge-
stone and corners hauled
and set @ 40c. . . 145 60
28 linear feet existing edge-
stone reset @ 45c. . 12 60
207 linear feet crushed stone
and concrete foundation
furnished and placed @
18c 37 26
4 square yards existing
granite block paving re-
laid, concrete base, sand
bed and grout joints, @
$2 8 00
599 square yards concrete base
and Topeka wearing
surface furnished and
laid @ $3.10 . . . 1,856 90
40 square yards bituminous
wearing surface fur-
nished and laid on mac-
adam foundation @ $2, 80 00
2,430 square feet artificial stone
foundation furnished
and placed @ 4c. . . 97 20
Carried forward . . . $2,779 36 $657 14
264 City Document No. 26.
Brought forward . . . $2,779 36 $657 14
2,281 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid, @ 23c, 524 63
149 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 27c 40 23
1 3,344 22
$4,001 36
Babcock street, from Commonwealth avenue to Boston & Albany Railroad.
One hundred thirty-eight cubic yards roadway excavation; 585 square
yards roadway graded; 500 square yards sidewalks graded. (Work
unfinished.)
$45 95
Engineering expense .
60
Labor, roadway excavating
466 18
Labor, macadam spreading
178 17
Labor, crushed stone sidewalks
22 40
Crushed stone . ...
27 22
Lumber
1 50
Steam roller, packing
142 50
Steam roller, rolling .
52 50
Teaming
154 25
ftl 001 °7
Baird street, from Blue Hill avenue to Morton street. Length, 545 linear
feet. Area, 1,602 square yards. Edgestone set, bitulithic pavement
laid and artificial stone sidewalks constructed.
Engineering $178 53
Engineering expense 1 50
Inspection 108 99
Edgestone, 1,020 feet straight, 52 feet circular, 1,310 95
Advertising 5 22
Templets 16 30
Labor, handling stock 15 30
Amount paid to Warren Brothers Company,
under contract:
Removing trees, bushes,
etc. ...... $20 00
637 cubic yards earth excava-
tion @ $1.65 . . . 1,051 05
1,019 linear feet straight edge-
stone and corners hauled
and set @ 37c. . . .377 03
52 linear feet circular edge-
stone set @ 45c. . . 23 40
14 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1 . 14 00
1,605 square yards concrete base,
bitulithic wearing sur-
face, furnished and laid
@ $2.60 .... 4,173 00
7,130 square feet artificial stone
sidewalks furnished and
laid @ 22c. . . . 1,568 60
Carried forward . . . $7,227 08 $1,636 79
Public Works Department. 265
Br ought forward . . . $ 7,227 08 $1,636 79
12 covers reset @ $3 . . ,36 00
12 courses of brickwork
laid @ 50c. ... 6 00
Extra work — Furnish
and lay 2-inch bitulithic
wearing surface on exist-
ing macadam base
where directed:
438 square yards bitulithic
wearing surface fur-
nished and laid on exist-
ing macadam base @
$2.04 .... 893 52
8,162 60
$9,799 39
Bayswater street, from Austin avenue to Waupello road. Length, 669 lin-
ear feet. Area, 2,555 square yards. Edgestone set, asphalt pave-
ment laid and artificial stone sidewalks constructed.
Engineering $212 45
Engineering expense ...... 8 00
Inspection 166 82
Edgestone, 1,281 feet straight, 20 feet 6 inches
circular, 2 small corners .... 1,778 14
Advertising 5 18
Templets 8 03
Amount paid to James Doherty, under con-
tract :
Removing 'trees, bushes,
etc $5 00
452 cubic yards earth 'excava-
tion @ $1.30 . . . 587 60
1,600 cubic yards gravel filling
furnished @ $1.80 . 2,880 00
1,279 linear feet straight edge-
stone and corners set @
23c 294 17
21 linear feet circular edge-
stone set @ 25c. . . 5 25
18 linear feet existing ' edge-
stone reset @ 21c. . 3 78
2 square yards existing
granite block paving re-
laid, gravel joints, @
75c 1 50
1 1 square yards existing
granite block paving re-
laid, concrete base, sand
bed and grout joints, @
$2.50 .... 27 50
2,555 square yards c o n c r ete
base, bituminous con-
crete binder and asphalt
wearing surface, fur- •
nished and laid @ $2.91, 7,435 05
Carried j or ward . . . $11,239 85 $2,178 62
266 City Document No. 26.
brought forward . . . $11,239 85 $2,178 62
4.67S square feet artificial stone
sidewalks, concrete base
and wearing surface,
furnished and laid @
2(Hc 958 99
70 square feet artificial stone
driveways, c o n c r e te
base and wearing sur-
face, furnished and laid
@ 24£c 17 15
4,707 square feet artificial stone
foundation furnished
and placed @ 3§c. . 164 75
546 square yards crushed stone
sidewalks furnished and
placed @ 90c. . . 491 40
950 square yards slope paving
furnished and placed
@ $4.10 . . . . 3,895 00
16,767 14
$18,945 76
Belltista road, from Allston street to Brookline line. Length, 891 linear
feet. Area, 2,569 square yards. Artificial stone, 6,099 square feet.
Edgestone hauled and set, asphalt pavement laid, artificial stone side-
walks constructed.
Engineering ' . $273 57
Engineering expense 3 77
Inspection 158 23
Edgestone, 6 special cut stones, 1,536 feet
straight, 45 feet 7 inches circular . . 1,998 20
Advertising 5 28
Labor, handling stock 21 51
Templets 22 83
Amount paid to John F. Lynch, under con-
tract:
Removing trees, bushes,
etc $100 00
1,457 cubic vards earth excava-
tion @ $1.40 . . . 2,039 00
16 cubic yards rock excava-
tion @ $10 . 160 00
1,531 linear feet straight edge-
stone and corners hauled
and set @ 31c. . . 474 61
82 linear feet circular edge-
stone set @ 28c. . . 22 96
10 linear feet existing edge-
stone reset @ 25c. . 2 50
428 linear feet crushed stone
and concrete foundation
furnished and placed @
50c. . ... 214 00
1 square yard existing
granite block paving re-
laid, gravel joints, @
90c 90
Carried forward . . . $3,041 77 $2,483 39
Public Works Department. 267
Brought jorward . . _ . $3,041 77 $2,483 39
17 square yards existing
granite block paving re-
laid, concrete base, sand
bed and grout joints, @
$2.75 .... 46 75
2,569 square yards c o n c r ete
base, bituminous con-
crete binder and asphalt
wearing surface, fur-
nished and laid @ $2.63, 6,756 47
5,467 square feet artificial stone
sidewalks, concrete base
and wearing surface,
furnished and laid @
18c 984 06
632 square feet artificial stone
driveways, c o n c r ete
base and wearing sur-
face, furnished and laid
@ 50c. . 316 00
6,099 square feet artificial stone
foundation furnished*
and placed @ 5c. . . 304 95
19 covers reset @ $3 . . 57 00
21 courses of brickwork laid
@ 50c 10 50
163 square yards loam space
graded and seeded @
20c. . . 32 60
Extra work — Construct
and furnish a crushed
stone and tile drain to
carry off surface and
spring water flowing
from abutting property
into the street :
118 linear feet crushed stone
and tile drain furnished
and built @ $1 . . 118 00
11,641 10
$14,124 49
Bexley road, from Washington street to Florence street. Length, 798
linear feet. Area, 2,305 square yards. Edgestone set, asphalt pave-
ment laid and artificial stone sidewalks constructed.
Engineering $137 52
Engineering expense 70
Inspection .... ... 214 33
Edgestone, 1,443 feet straight, 18 small
corners 1,812 23
Labor, handling stock 79 85
Advertising 5 43
. Templets 16 13
Blocks 7 00
Amount paid to McGuire & McGourty,
under contract:
Removing trees, bushes, etc., $45 00
1,128 cubic yards earth excava-
tion @ 92c. . . . 1,037 76
Carried forward . . . $1,082 76 $2,273 19
268 City Document No. 26.
Brought jorward . . . $1,082 76 $2,273 19
31 cubic yards rock excava-
tion @ $6 186 00
1,493 linear feet straight edge-
stone and corners
hauled and set @ 34c. . 507 62
39 linear feet circular edge-
stone set @ 25c. . 9 75
14 linear feet existing edge-
stone reset @ 25c. . 3 50
10 square yards granite
block paving hauled
and laid, concrete base,
grout joints, @ $2.95 . 29 50
2.162 square yards concrete
base, bituminous con-
crete binder and asphalt
wearing surface fur-
nished and laid @ $2.85, 6,161 70
9,336 square feet artificial stone
foundation furnished
and placed @ 2|c. . 233 40
9.163 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 20c. . 1,832 60
461 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 29c
13 covers reset @ $3
15 courses of brickwork laid
@ 50c. . . . ' .
133 69
39 00
7 50
10,227 02
$12,500 21
Boylston street, fran Tre.uont street to Charles street, to be widened.
(Work not started.)
Engineering $2 00
Biockminster street, from Commonwealth avenue to Allston Street Play-
ground. Length, 500 linear feet. Area, 1,524 square yards. Edge-
stone set, Topeka pavement laid and artificial stone sidewalks con-
structed.
Engineering . ... . ■ . . . $268 49
Engineering expense 5 10
Inspection ' 276 50
Edgestone, 915 feet straight, 25 feet circular, 4
large corners, 2 special stones . . . 1,190 57
Photographs 16 00
Labor, handling stock 51 43
Advertising 9 35
Templets '. 15 30
Amount paid to Domenick Vozzella Com-
pany, under contract:
Removing trees, bushes,
etc $5 00
Carried forward ... $5 00 $1,832 74
Public Wokks Department.
269
Brough forward
361 cubic yards earth excava-
tion @ $1.50 .
*1| cubic yards rock excava-
tion.
922 linear feet straight edge-
stone and corners
hauled and set @ 35c.
38 linear feet circular edge-
stone set @ 20c. .
10 linear feet existing edge-
stone reset @ 20c. .
19 square yards existing
granite block paving re-
laid, concrete base, sand
bed and grout joints, @
$5 00
541 50
322 70
7 60
2 00
38 00
$1,832 74
1,506 square yards concrete
base and Topeka wear-
ing surface furnished
and laid @ $3
4,518 00
18 square yards bituminous
wearing surface fur-
nished and laid on mac-
adam foundation @ $2,
36 00
5,910 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face furnished and laid
@ 20c
1,182 00
8 covers reset @ $3 .
24 00
9 courses of brickwork
laid @, 50c. .
4 50
$6,681 30
Less 15 per cent retained,
1,002 20
5,679 10
$7,511 84
Burlington avenue, from Brookline avenue 500 feet northwesterly. Length,
511 linear feet. Area, 2,014 square yards. Edgestone set, recut
granite block laid, artificial and brick sidewalks laid.
Engineering .
Engineering expense
Inspection
Edgestone, 650 feet straight, 25 feet circular
9 small corners
Labor, handling stock
Blocks, 90,000
Advertising .
Bricks .
Photographs
Templets
Amount paid to Gore, Inc., under contract:
Removing trees, bushes,
etc., .... $1 00
796 cubic vards earth excava-
tion® $1.15 ... 915 40
$94 52
5
04
251
24
856 70
20 45
4,526
on
7
87
240
31
16
00
8
61
Car] ied forward
8916 40 $6,026 74
* No price bid in contract.
270
City Document No. 26.
$916 40
174 96
5 98
46 07
14 25
5,337 10
321 00
36 00
214 41
3,026 74
Brought j orward
648 linear feet straight edge-
stone and corners hauled
and set @ 27c.
26 linear feet circular edge-
stone set @ 23c.
271 linear feet existing edge-
stone reset @ 17c.
19 square yards existing
granite block paving re-
laid, gravel joints, @
75c
2,014 square yards granite block
paving hauled and laid,
concrete base, grout
joints, etc., @ $2.65
662 square yards existing
brick sidewalks relaid
@ 50c
1,200 square feet artificial stone
foundation f urn i s h e d
and placed @ 3c. .
1,021 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @. 21c,
179 square feet artificial stone
driveways, concrete
base and wearing sur-
face, furnished and laid
@23c.
10 catch-basin frames and
covers reset @ $3 .
4 courses of brickwork laid
@ 50c
Cameron street, from Hancock street 538 feet westerly. Length, 538
linear feet. Area, 1,550 square yards. Edgestone set. Asphalt
pavement laid and artificial stone sidewalks constructed.
41 17
30 00
2 00
7,139 34
fll 0L 1 fifi OR
Engineering .
$107 40
Engineering expense .
2 40
Inspection
49 22
Edgestone
9 68
Advertising . . .
3 20
Bricks, Mack
84 10
Photographs
10 00
Templets
17 29
Amount paid to McGuire & IV
IcGourty
under contract:
370 cubic yards earth excava-
tion @ 78c. . . _ .
$288 6(
)
54 square yards exist i n g
brick block paving re-
laid, concrete base, sand
bed and grout joints, @
$2.75
148 5(
)
Carried j orward
$437 10
$720 29
Public Works Department.
271
Brought j orward
1,550 square yards concrete
base, bituminous con-
crete binder and asphalt
wearing surface, fur-
nished and laid @ $2.82,
Less 15 per cent retained,
$437 10
4,371 00
$4,808 10
721 22
$720 29
4,086 88
$4,370 17
Castleton street, from South Huntington avenue to Jamaicaway. (Work
not started.)
Engineering .
Engineering expense
$78 23
1 70
$79 93
Centre street, from South street to Spring street. Street to be widened
and constructed. (Work unfinished.)
Engineering .
Engineering expense
Inspection
Advertising .
Removing trees .
Amount paid to West Roxbury Trap Rock
Company, under contract :
Removing trees, bushes,
etc $700 00
2,642 cubic yards earth excava-
tion @ $1.35 . . . 3,566 70
Less 15 per cent retained,
$4,266 70
640 01
Amount paid Antonio Cefalo, under contract :
Removing trees, bushes,
etc. (unfinished) . . $665 00
2,500 cubic yards earth excava-
tion @ $2.75 . . . 6,875 00
Less 15 per cent retained,
$7,540 00
1,131 00
L,786 64
18 82
489 09
15 28
200 00
3,626 69
6,409 00
*$12,545 52
Charles street, from Beacon street to Cambridge- street. To be widened
and constructed. Edgestone reset, one side between Revere street
and Cambridge street, part of roadway paved.
Engineering $91 28
Engineering expense .
Labor, edgestone excavating
Labor, edgestone resetting
Labor, roadway excavating
Labor, roadwav repaving .
Labor, sidewalk excavation
2
40
1,327 09
240 89
1,055
30
660
17
364
67
Carried forward
J, 741 80
* Of this amount, $527.48 is charged to the appropriation for Reconstructing and Repair-
ing Streets by Contract.
272
City Document No. 26.
3,741 80
62 14
21 58
465 00
78 45
977 88
$5,346 85
Brought forward
Labor, filling
Edgestone
Blocks, old granite
Sand and gravel .
Teaming
Chelsea street, from Chamber street to Foss street. Roadway widened and
constructed. Recut granite blocks; 6-inch concrete base, grout joints,
1,066 square yards. Edgestone reset, 696 feet. Artificial stone
sidewalks constructed, 926 square yards.
Engineering ■ . . $304 54
Engineering expense 24
Labor, roadway excavating .... 1,303 82
Labor, roadway paving 568 42
Labor, roadway concrete base . ... . 464 33
Labor, roadway grouting 185 77
Labor, cement box 4 00
Labor, crosswalk excavating .... 26 24
Labor, handling stock 25 12
Labor, edgestone excavating . . . . 84 31
Labor, edgestone setting 120 66
Labor, sidewalk excavating . . . . 213 20
Labor, artificial stone sidewalk laying . 854 28
Labor, street cleaning 38 48
Crushed stone 795 47
Sand 662 22
Cement 2,015 26
Lumber 10 42
Nails 19
Lampblack 35 39
Steel plates 7 00
Tar paper 1 25
Blocks, recut granite, 50,793 . . . . 1,931 35
Edgestone, 154 feet 7 inches straight, 60 feet
h\ inches circular 271 17
Flagging, old granite, 39 feet .... 15 60
Concretemixer 222 00
Teaming 3,589 50
$13,756 48
Credit: Bricks, old, sidewalk .... 80 00
*$13,676 48
Chelsea street, from Foss street to Adams street . To be widened and con-
structed. Street and sidewalks made passable. (Work unfinished.)
Engineering ....
Labor, sidewalks relaying
Labor, roadway excavating
Teaming ....
$18 00
44 00
14 00
105 00
$181 00
Chestnut street, from Brimmer street to Charles River Embankment.
(Unfinished work from 1916.)
* Of this amount, $1,360.89 charged to appropriation. Chelsea Street, Charlestown,
Widening; $487.17 charged to appropriation, Street Improvements.
Public Works Department. 273
Labor, edgestone setting $39 00
Edgestone - . 63 93
Teaming 18 00
$120 93
Chestnut Hill avenue, from Commonwealth avenue to Beacon park side.
To be widened and constructed. (Work not started.)
Engineering $418 90
Engineering expense 11 00
Advertising 1 94
$431 84
Clarendon street, from Stuart street to Columbus avenue. To be extended
and bridge constructed.
Engineering $2,465 32
Inspection 18 15
Digging test pits 272 50
$2,755 97
Cliff mont street, from Canterbury street to 1,122 feet southerly. (Work
done in 1917 and 1918.)
Amount paid to Martino DeMatteo for work done under contract:
Amount of contract $7,629 38
Less amount paid in 1917 and 1918 . . 6,308 63
— — $1,320 75
Conley street, from Tenean street to Old Colony Parkway. Length, 473
linear feet. Area, 1,367 square yards. (Work done in 1917 and
1918.) Filling furnished and placed.
Engineering $17 11
Labor, spreading macadam . . . . 151 61
Crushed stone 656 56
Teaming 52 00
Amount paid to D. M. Biggs & Co., under
contract:
2,912 cubic yards filling fur-
nished and placed @ 95c, $2,766 40
Less amount " paid in
1917-18 .... 1,776 50
989 90
$1,867 18
Cummington street, from Commonwealth avenue to Boston & Albany
Railroad. (Work not started.)
Engineering $77 00
Engineering expense 1 00
$78 00
Cushman road, from Glencoe street to Dustin street. (Work not started.)
Engineering $13 00
Deer street, from Melvinside terrace to Roach street. Length, 545 linear
feet. Area, 1,205 square yards. Asphalt pavement laid, artificial
stone sidewalks constructed and edgestone set.
274
City Document No. 26.
Engineering
Engineering expense .
Inspection
Edgestone, 909 feet straight, 15 feet 8 inches
circular and 6 small corners
Advertising ....
Templets ....
Labor, handling stock
Teaming ....
Amount paid to Central Construction Com
pany, under contract:
Removing trees, bushes,
etc
405 cubic yards earth excava-
tion @, $1.50 .
348 cubic vards gravel filling
furnished @ $1.50
938 linear feet straight edge-
stone and corners
hauled and set @ 38c,
26 linear feet circular edge-
stone set @ 35.
94 linear feet existing edge-
stone reset @ 25c.
16 square yards existing
granite block paving
relaid, concrete base,
sand bed, grout joints,
@ $2.35 ....
1,216 square yards concrete base,
bituminous concrete bin-
der and asphalt wearing
surface, furnished and
laid, © $2.73
4,677 square feet artificial
stone foundation fur-
nished and placed @
3|c
4,634 square feet artificial stpne
sidewalks furnished and
laid @ 21c. .
43 square feet artificial stone
drivewavs furnished and
laid @ 28c. .
10 covers reset @ $3
6 courses of brickwork laid
@50c
$50 00
607 50
522 00
356 44
9 10
23 50
37 60
3,319 68
163 70
973 14
12 04
30 00
$198 26
10
140 52
1,145 37
8 78
25 94
54 43
43 00
3 00
6,107 70
^,724 10
Dunbar avenue, from Washington street 482 feet westerly. Length, 492
linear feet. Area, 1,801 square yards. Edgestone set, asphalt pave-
ment laid and artificial stone sidewalks constructed.
Engineering $136 14
Engineering expense 4 44
Inspection 185 37
Edgestone 6'"H) feet straight, 9? feet circular,
19 small corners, 2 special stones . . . S52 29
Labor, handling stock 10 15
Carried forward $1,188 39
Public Works Department. 275
Brought forward
Advertising .
Blocks, old granite
Credit: Bricks, old sidewalk
Amount paid to Martino DeMatteo, under
contract:
814 cubic yards earth excava-
tion @ $1.50 . . . $1,221 00
197 cubic yards extra earth
excavation @ $2 . . 394 00
439 tons crushed stone fur-
nished, placed, watered
and rolled @ $3 . . 1,317 00
677 linear feet straight edge-
stone and corners
hauled and set @ 30c. . 203 10
22 linear feet circular edge-
stone set @ 20c. . . 4 40
256 linear feet existing edge-
stone reset @20c. . 51 20
31 square yards existing
granite block paving re-
laid, for edgings, sand
bed and grout joints, @
80c 24 80
1,771 square yards bituminous
concrete binder and
asphalt wearing sur-
face furnished and laid
on macadam foundation
@ S/.85 .... 3,276 35
6,429 square feet artificial stone
sidewalks furnished and
laid @ 25c. . . 1,607 25
168 square feet artificial stone
driveways furnished and
laid © 35c. . . . 58 80
6 covers reset @, $3 . . 18 00
6 courses of brickwork
laid ® 50c. . . . 3 00
$1
,188
39
5
42
18 00
$1
,211
81
25
20
1,186 61
8,178 90
$9,365 51
Easton street, from South street to Harvard street. (Work not started.)
Engineering $38 00
Elder street, from Columbia road to Humphreys street. (Work not started.)
Engineering $106 86
Engineering expense 2 20
$109 06
Falkland terrace, from Hobart street to Brookdale road. (Work not
started.)
276 City Document No. 26.
Engineering $98 30
Engineering expense 1 40
Advertising 1 94
$101 64
Faneuil street, from Oakland street to Parsons street. (Work not started.)
Engineering $33 00
Farquhar street, from Selwyn street to Centre street. (Work not started.)
Engineering $12 00
Faywood avenue, from Orient avenue to Tower street. Length, 1,257
linear feet. Area, 3,612 square yards. Edgestone set, bituminous
pavement and artificial stone sidewalks constructed.
Engineering * $281 64
Engineering expense 3 20
Inspection 401 35
Edgestone, 2,386 straight, 23^ feet circular, 4
small corners 3,294 23
Photographs 16 00
Advertising 7 88
Blocks 4 50
Steam roller 106 50
Road oil, 7,320 gallons 768 60
Amount paid to James Doherty, under
contract:
Removing trees, bushes,
etc $4 00
2,200 cubic yards earth excava-
tion @ $1.30 . . . 2,860 00
2,384 linear feet straight edge-
stone and corners set @
21c 500 64
23 linear feet circular edge-
stone set @ 24c. . . 5 52
1,213 linear feet crushed stone
and concrete foun-
dation furnished and
placed @ 18c. . . 218 34
9 square yards existing
granite block paving re-
laid, gravel joints, @
65c. ..... 5 85
3,612 square yards bituminous
macadam surface fur-
nished and placed @
$1.05 .... 3,792 60
14,000 square feet artificial stone
foundation furnished
and placed @ 2fc. . 350 00
13,652 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 20c, 2,730 40
127 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@24jc 31 12
Carried forward ... $10,498 47 $4,883 90
Public Works Department.
277
Brought jorward
13 covers reset @ $3
7 courses of brickwork laid
@ 50c
Extra work — Furnish
and lay Crushed stone
and tile drain where
directed:
248 1 linear feet tile drain fur-
nished and built @ $1,
),49S 47
39 00
3 50
248 33
$4,883 90
Less 5^ days'
foreman @
$4 .
Less 5 \ days' use
of city steam
roller @ 15
$22 00
82 50
Less 15 per cent retained,
$10,789 30
104 50
$10,684 80
1,602 72
9,082 08
$13,965 98
Glenville avenue, from Harvard avenue easterly about 218 feet. (Work
not started.)
Engineering
Teaming
$51 17
40 88
$92 05
Greenview avenue, from Centre street 415 feet southeasterly. Length,
415 linear feet. Area, 686 square yards. Edgestone set, Topeka
pavement laid and artificial stone sidewalks and driveways con-
structed.
Engineering .
Engineering expense .
Inspection
Edgestone, 692 feet straight, 10 feet 4 inches
circular, 2 special stones
Advertising .
Photographs
Templets
Labor, handling stock
Blocks, old granite
Amount paid to John Kelly Company, under
contract :
Removing trees, bushes,
etc. ....
384 cubic yards earth excava-
tion @ 74c. .
680 linear feet straight edge-
stone and corners
hauled and set @ 35c, 238 00
23 linear feet circular edge-
stone set @ 25c.
$1 00
2S4 16
5 75
$122 70
1
40
152
it;
8S2
04
2
70
12
00
3
78
76
S3
24
00
Carried forward
$528 91 $1,277 61
278 City Document No. 26.
Bi ought forward
8528 91 81,277 61
65 linear feet existing edge-
stone reset @ 25e.
16 25
3 square yards existing gran-
ite block paving relaid,
concrete base, sand bed,
grout joints, @ 82.75 .
8 25
686 square yards concrete base
and Topeka wearing
surface furnished and
laid @ 82.70 .
1,852 20
55 square yards existing
brick sidewalks relaid
@ 75c
41 25
2,130 square feet artificial stone
foundation furnished
and placed @ 5c.
106 50
2,026 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid, @ 19c,
384 94
363 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid,
@ 19c
68 97
4 covers reset @ S3
12 00
19§ cubic yards extra cement
concrete furnished and
placed @ 87 .
137 67
Extra work — Haul and
lay granite block gut-
ters, gravel base and
joints in Centre street,
from Greenview avenue
to Green street :
23 square yards granite block
paving hauled and laid,
gravel base and joints,
@ 81.25 ....
28 75
83,185 69
Less 15 per cent retained,
477 86
° 707 S3
&, i\Jt oo
S,985 44
Grosvenor place, from Cliff street southwesterly. (Work not started.)
Engineering 891 00
Engineering expense 2 60
893 60
Grove street, from Centre street to Washington street. Length, 3,106
linear feet. Area, 15,920 square yards. Earth and rock excavation,
grading, filling and removing trees. (Work suspended. To be con-
structed.)
Engineering 8215 85
Engineering expense 8 42
Inspection . . 496 13
Carried forward $720 40
Public Works Department.
279
Bi ought forward
Amount paid to Central Construction Com-
pany, under contract:
17,425 cubic yards earth and
rock excavation @
$1.75 . . . . $30,490 25
Less amount paid in
1918 .... 28,262 50
$720 40
2,227 75
$2,948 15
Hallam street, from Dorchester avenue to Auckland street. Length, 321
linear feet. Area, 932 square yards. Edgestone set, asphalt pave-
ment laid and artificial stone sidewalks constructed.
Engineering
Engineering expense ....
Inspection
Edgestone, 317 feet 7 inches straight
Templets
Labor, handling stock
Photographs
Advertising
Amount paid to Martino DeMatteo
contract :
Removing trees, bushes,
etc
303 cubic yards earth excava-
tion @ $1.35 .
316 linear feet straight edge-
stone and corners
hauled and set @ 35c,
7 linear feet existing edge-
stone reset @ 25c.
908 square yards cone rete
base, bituminous con-
crete binder and asphalt
wearing surface, tur-
nished and laid, @, $2.85,
2,210 square feet artificial stone
sidewalks, concrete base
and wearing surface,
furnished and laid, @
28c
12 covers reset @ $3 .
under
$10 00
409 05
110 60
1 75
2,587 80
61S SO
36 00
$83 91
15
51 78
384 28
15 67
4 78
18 00
5 32
3,774 00
$4,337 89
Hamlin street, from East Eighth street to Columbia road,
started.)
Engineering " . . . .
(Work not
$18 00
Hampstead road, from Arborway 992 feet northwesterly. Length, 1,000
linear feet Area, 3,250 square yards. Edgestone set and reset,
Topeka pavement laid and artificial stone sidewalks and driveways
constructed.
Engineering
Engineering expense . .
Inspection
$529 35
14
28
412
74
Carried j or war i
$956 37
280
City Document No. 26.
Brought 1 01 ward
Edgestone", 1,284 feet straight, 595 feet circu
lar, 14 small corners
Advertising .
Photographs
Templets
Labor, handling stock
Amount paid to John Kelly Company, under
contract :
Removing trees, bushes,
etc
1,634 cubic yards earth exca-
vation @ 74c.
2 cubic yards rock excava-
tion @ $4 .
1,320 linear feet straight edge-
stone and corners
hauled and set @ 35c,
579 linear feet circular edge-
stone set @, 25 c.
132 linear feet existing edge-
stone reset @ 25c.
752 linear feet crushed stone
and concrete founda-
tion furnished and
placed @ 40c.
S square yards exist ing
granite block paving
relaid, gravel joints, ®
50c
3 square yards g r a n ite
block paving hauled,
laid, concrete base,
sand bed, grout joints,
©S3 . . . .
3,213 square yards concr e t e
base and Topeka wear-
ing surface furnished
and laid © $2.70
12,882 square feet artificial stone
foundation furnished
and placed @ 5c.
12,299 square feet artificial stone
sidewalks, cone rete
base and wearing sur-
face, furnished and
laid, @ 19c .
583 square feet ar t i fi c i a 1
stone driveways, con-
crete base and wear-
ing surface, furnished
and laid, @ 19c. .
17 covers reset @ $3 .
15 courses of brickwork laid
@ 50c
31 square yards loam space
graded and seeded @
25c.
$2 00
1,209 16
8 00
462 00
144 75
33 00
300 80
4 00
9 00
8,675 10
644 10
2,336 81
110 77
51 00
7 50
$956 37
2,481 97
2 70
16 00
14 50
116 IS
7 75
Carried forward
$14,005 74
3,587 72
Public Works Department.
281
Brought forward
Extra work — Fur nish
and place Topeka pave-
ment on macadam base
on Hampstead road at
approach to Arborway:
185 square yards Topeka
pavement furnished
and laid on macadam
base ©$1.74
Extra work — Haul and
lay granite block gut-
ters, gravel base and
joints in Hampstead
road at approach t o
Arborway :
24 square yards g r a n i te
block paving hauled
and laid, gravel base
and joints, @ $1.25 .
Extra work — Subgrade
approach at Arborway
and place second-hand
tar macadam on same:
3 days, foreman, @ $6
24 days' labor @ $4.80
Plus 15 per cent on
$133.20
5 days, double team, @ $8,
J day, steam roller, @ $16,
Less 15 per cent retained,
$14,005 74 $3,587 72
321 90
30 00
18
00
115
20
19
98
40
00
4
00
$14,554 82
2,183
22
12,371 60
$15,959 32
Harvard street, from Fabyan street to beyond Brookview street. (Not
finished.) Length, 690 linear feet. Area, 2,267 square yards. Edge-
stone set, brick sidewalks laid and Topeka pavement laid.
Engineering ....
Engineering expense .
Inspection ....
Edgestone, 382 feet straight
Advertising ....
Amount paid to Rowe Contracting Company,
under contract :
Removing trees, bushes etc.,
900 cubic yards earth excava-
tion @ $1.30 .
540 linear feet straight edge-
stone and corners hauled
and set @ 35c.
$132 00
1,170 00
189 00
$295 54
34 91
229 36
493 74
3 85
Less 15 per cent retained
[,491 00
223 65
1,267 35
Havelock street, from Blue Hill avenue to Morton street,
started.)
2,324 75
(Work not
282
City Document No. 26.
Engineering .
Engineering expense
$85 00
2 50
$87 50
Hill Top street, from Granite avenue to Hallet street. Work done in
1916 and 1917.
Payment to Martino De Matteo for work done in 1916
and 1917 ....
$1,600 00
Execution of court damages for extra work for filling and materials
furnished.
Holden street, from Columbia road 400 feet westerly. Length, 416 linear
feet. Area, 1,110 square yards. Edgestone set, asphalt' pavement
laid and artificial stone sidewalks constructed.
Engineering
Engineering expense .
Inspection
Edgestone, 809 feet straight, 18 feet 10 inches
circular
Photographs ....
Advertising
Labor, handling stock
Blocks, old granite
Amount paid to Martino DeMatteo, under
contract :
Removing trees, bushes,
etc
641 cubic yards earth excava-
tion @ $1.35 .
810 linear feet straight edge-
stone and corners hauled
and set @ 35c.
19 linear feet circular edge-
stone set @ 25c. .
128 linear feet existing edge-
stone reset @ 25c.
4 square yards granite block
paving hauled and laid,
concrete base, sand bed
and grout joints, @
$2.50 ....
1,089 square yards concrete
base, bituminous con-
crete binder and asphalt
wearing surface, fur-
nished and laid @ $2.85,
13 square yards existing brick
sidewalks relaid @ 75c,
1,794 square feet artificial stone
foundation furnished
and placed @ 3c. .
4,344 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid @ 28c,
8 covers reset @ $3 .
14 courses of brickwork laid
@ 50c 7 00
$15 00
865 35
283 50
4 75
32 00
10 00
3,103 65
9 75
53 82
1,216 32
24 00
$153 94
5 01
129 13
1,007 87
22 00
5 32
15 39
6 50
5,625 14
$6,970 30
Public Works Department. 283
Holton street, from Everett street to Antwerp street. Length, 726 linear
feet. Area, 2,047 square yards. Artificial stone, 8,687 square feet.
Edgestone hauled and set, asphalt pavement laid and artificial stone
sidewalks constructed.
Engineering . $246 58
Engineering expense 3 86
Inspection 123 67
Edgestone, 1,276 feet straight, 38 feet circular
and 8 small corners 1,629 84
Advertising 5 28
Labor, handling stock 43 50
Amount paid to John F. Lynch, under con-
tract:
Removing trees, bushes,
etc $300 00
1,628 cubic yards earth excava-
tion @ $1.40 . . 2,279 20
1,282 linear feet straight edge-
stone and corners hauled
and set @ 31c. . . 397 42
38 linear feet circular edge-
stone set @ 28c. . 10 64
56 linear feet existing edge-
stone reset @ 25c. . 14 00
16 square yards existing
granite block paving
relaid, concrete base,
sand bed, grout joints,
@ $2.75 .... 44 00
2,047 square yards concrete
base, bituminous con-
crete binder and as-
phalt wearing surface,
furnished and laid
@ $2.63 ... . 5,383 61
8,539 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face, furnished and laid
@ 18c. ..... • 1,537 02
148 square feet artificial stone
driveways, concrete
base and wearing sur-
face, furnished and
laid @ 50c. ... 74 00
16 covers reset @$j3 . 48 00
12 courses of brickwork laid
@ 50c 6 00
10,093 89
$12,146 62
Hubert street, from Shawmut avenue to Westminster street. (Unfinished
work from 1916 and 1917.)
Engineering $5 24
Inspection 33 61
Amount paid Central Construction Company,
under contract:
308 linear feet edgestone reset
@ 25c $77 00
Carried forward ... $77 00 $38 85
284 City Document No. 26.
Brought J orward . . . $77 00 $38 85
458 square yards concrete base
and Topeka wearing
surface furnished and
laid @ $3.79 . . . 1,735 82
128 square yards existing
brick sidewalks relaid
@ 30c 38 40
921 square feet artificial stone
sidewalks furnished and
laid, concrete base and
wearing surface @ 26c, 239 46
2 covers reset @ $3 . 6 00
8 courses of brickwork laid
@50c 4 00
— 2,100 68
*$2,139 53
Hunnewell avenue, from Champney street to Atkins street. (Work done in
1918.)
Steamroller $21 00
Teaming 12 50
— $33 50
Irma street, from Woodrow avenue to Callender street. Length, 598
linear feet. Area, 1,788 square yards. Edgestone set, bitulithic pave-
ment laid and artificial stone sidewalks constructed.
Engineering $201 86
Engineering expense 4 06
Inspection 83 10
Edgestone, 1,000 feet straight, 24 feet cir-
cular, 6 small corners and 3 special stones . 1,289 18
Advertising 5 20
Handling stock 20
Amount paid to Warren Brothers, under
.contract:
Removing trees, bushes,
etc $20 00
873 cubic yards earth excava-
tion @ $ 1.65 . . . 1,440 45
976 linear feet straight edge-
stone and corners
hauled and set @ 37c, 361 12
37 linear feet circular edge-
stone set @ 45c . . 16 65
37 linear feet existing edge-
stone reset @ 35c . . 12 95
2 square yards existing
granite block paving
relaid for edgings, con-
crete base, sand bed and
grout joints, @ $2.30 . 4 60
1,778 square yards concrete
base, bitulithic wearing
surface, furnished and
laid @ $2.60 . . . 4,622 80
Carrie 1 forward . . . $6,478 57 $1,583 60
* Of this amount, $390.98 was paid under reconstructing and repairing streets by
contract.
Public Works Department. 285
Brought forward . . $6,478 57 $1,583 60
6,929 square feet artificial
stone sidewalks fur-
nished and laid @ 22c, 1,524 38
284 square feet artificial
stone driveways fur-
nished and laid @ 26c, 73 84
20 covers reset @ $3 . . 60 00
19 courses of brickwork laid
@50c 9 50
Extra work — Furnish
and lay 2-inch bitu-
lithic wearing surface
on existing macadam
base where directed :
302 square yards bitulithic
wearing surface fur-
nished and laid on exist-
ing macadam base @
$2.04 .... 616 08
— — 8,762 37
$10,345 97
Justin road, from Bigelow street to Atkins street. Length, 467 linear
feet. Area, 1,398 square yards. Edgestone set, asphalt pavement
laid and artificial stone sidewalks constructed.
Engineering
Engineering expenses
Inspection
Edgestone, 801 feet straight, 38 feet circular
and 8 small corners
Advertising
Labor, handling stock
Amount paid to Central Construction Com-
pany, under contract:
621 cubic yards earth excava-
tion @$1.50. . . $931 50
818 linear feet straight edge-
stone and corners
hauled and set @ 25c, 204 50
38 linear feet circular edge-
stone set @ 18c . . 6 84
480 linear feet crushed stone
and concrete foundation
furnished and placed
@ 20c .... 96 00
35 linear feet existing edge-
stone reset (g 20c 7 00
9 square yards existing block
paving relaid, gravel
joints, @, 70c . 6 30
11 square yards existing gran-
ite block paving relaid
for edgings, concrete
base, sand bed and
grout joints, @ $2.75 . 30 25
1,390 square yards concrete
base, bituminous con-
crete binder and asphalt
wearing surface, fur-
nished, laid, © $2.60 . 3,634 SO
$204 98
4
19
117
7:.
1,053
66
5
23
12
40
Carried j or ward . . . $4,917 19 $1,398 21
286 City Document No. 26.
!1,398 21
Brought jcrivard
$4,917 19
5,494 square feet artificial stone
sidewalks furnished and
laid @ 23|c.
1,291 09
170 square feet artificial stone
driveways furnished
and laid @ 30c.
51 00
8 covers reset @ S3 .
24 00
Extra work — Remove
existing edgestone and
sidewalk and construct
driveway at No. 31:
4 hours, foreman @ 78c.
3 12
4 hours, edgestone setter, @
$1 . .
4 00
16 hours, helper, @ 50c.
8 00
8 hours, finisher, @ 75c.
6 00
Plus 15 per cent on S21.12,
3 17
2 hours, double team, @ $1,
2 00
S209 24
6
35
116
34
1,993
57
3
85
7
50
44
55
5
62
6,309 57
$7,707 78
Kenton road, from Washington street 844 feet easterly. Length, 839
linear feet. Area, 1,900 square yards. Edgestone set, Topeka pave-
ment laid and artificial stone sidewalks constructed.
Engineering ....
Engineering expense .
Inspection ....
Edgestone, 1,482 feet straight, 90 feet circular
and 16 small corners
Advertising ....
Blocks . . . . .
Templets ....
Labor, handling stock
Amount paid to Rowe Contracting Company,
under contract:
Removing trees, bushes,
etc., .... $118 00
1.090 cubic yards earth excava-
tion @$1.30. . . 1,417 00
5 cubic yards rock excava-
tion @ $6 30 00
1,524 linear feet straight edge-
stone and corners
hauled and set @ 35c, 533 40
90 linear feet circular edge-
stone set @ 25c. . . 22 50
36 linear feet existing edge-
stone reset @ 25c. 9 00
47 square yards existing gran-
ite block paving relaid,
concrete base, sand bed
and grout joints, @
$1.50 .... 70 50
1,916 square yards concrete base
and Topeka wearing sur-
face furnished and laid
@ $2.75 .... 5,269 00
7,128 square feet artificial stone
foundation furnished
and placed @ 2c. . 142 56
Carried f 07 ward . . . $7,611 96 $2,387 02
Public Works Department. 287
2,387 02
Brought forward
$7,611 96
6,730 square feet artificial stone
sidewalks, concrete base
and wearing surface
furnished and laid, @
22c
1,480 60
398 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid,
@25c
99 50
15 covers reset @, $3
45 00
10 courses of brick work laid
@ 50c
5 00
Extra work — Remove
that part of building of
Timon estate which pro-
jects over the street line :
73 hours' labor (a, 65c. .
47 45
Plus 15 per cent on $47.45,
7 12
$9,296 63
Less 15 per cent retained,
1,394 49
7,902 14
$10,289 16
Levant street, from Geneva avenue to Topliff street. Length, 689 linear
feet. Area, 2,040 square yards. Edgestone set, asphalt pavement
laid, artificial stone sidewalks constructed.
Engineering
$203
13
Engineering expense .
5
10
Inspection
125
31
Edgestone, 650 feet straight, 28 feet 9 inches
circular and 4 special stones .
870
60
Photographs ....
10
0(1
Advertising
3
19
Labor, handling stock
32
51
Amount paid to McGuire &
McGourty,
under contract:
1,100 cubic yards earth excava-
tion @ 78c. .
$858 00
650 linear feet straight edge-
stone and corners
hauled and set @ 27c. .
175 50
52 linear feet circular edge-
stone set @ 25c. .
13 00
367 linear feet existing edge-
stone reset @, 20c.
73 40
2,040 square yards concrete
base, bituminous con-
crete binder and asphalt
wearing surface fur-
nished and laid @ $2.82,
5,752 80
5.917 square feet artificial stone
foundation furnished
and placed @ 2^c.
147 93
5,917 square feet artificial stone
sidewalks, concrete base
and wearing surface
furnished and laid (a
20c
1,183 40
Carried forward . . . $8,204 03 $1,249 84
288 City Document No. 26.
Brought jorward . . . $8,204 03 $1,249 84
Extra work — Furnish
and lay 1§ inch asphalt
wearing surface with 1^
inch bituminous binder
on existing macadam
base in Levant street,
from Topliff street to
Geneva avenue:
105 square yards bituminous
concrete binder and as-
phalt wearing surface
furnished and laid on
existing- macadam base
@ $2.25 .... 236 25
$369 73
4
60
107 40
1,786
06
9
45
14
S3
16
00
84
54
$8,440 28
Less 15 per cent retained, 1,266 04
— 7,174 24
— $8,424 08
Lucerne street, from Callender street to Woodrow avenue. Length, 812
linear feet. Area, 2,370 square yards. Edgestone set, asphalt pave-
ment laid and artificial stone sidewalks constructed.
Engineering .
Engineering expense .
Inspection
Edgestone, 1,370 feet straight, 83 feet cir
cular ....
Advertising .
Templets
Photographs
Labor, handling stock
Amount paid the Bermudez Company, under
contract :
Removing bushes, trees,
etc $50 00
1,209 cubic yards earth excava-
tion @ $1.35 . . . 1,632 15
1,370 linear feet straight edge-
stone and corners
hauled and set @ 35c, 479 50
83 linear feet circular edge-
stone set @ 30c. . . 24 90
54 linear feet existing edge-
stone reset @ 25c. . 13 50
2 square yards existing
granite block paving re-
laid, gravel joints, @ $1, 2 00
14 square yards existing
granite block paving re-
laid, concrete base, sand
bed and grout joints,
® $3 42 00
2,449 square yards concrete
base, bituminous con-
crete binder and as-
phalt wearing surface
furnished and laid @
$2.85 .... 6,979 65
Carried Jorward . . . $9,223 70 $2,392 61
Public Works Department. 289
Brought J or ward
$9,223 70
$2,392 61
25 square yards bituminous
wearing surface fur-
nished and laid on ex-
ting macadam founda-
tion @ $1.85 .
46 25
9,455 square feet artificial stone
foundation furnished
and placed @ 2c. .
189 10
9,455 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 20c. .
1,891 00
20 covers reset @ S3 .
60 00
25 courses of brickwork laid
@50c
12 50
11,422 55
6
60
220
22
890
84
7 98
9
03
283
50
S.815 16
Malvema road, from Metropolitan avenue to Ethel street. Length, 414
linear feet. Area, 1,250 square yards. Edgestone set and reset,
bituminous macadam roadway laid, artificial stone sidewalks and
driveways constructed.
Engineering $255 23
Engineering expense
Inspection
Edgestone, 582 feet straight, 96 feet circular
and 14 small corners
Advertising
Labor, handling stock
Road oils, 2,700 gallons
Amount paid to William J. Rafferty & Co.,
under contract:
Removing trees, bushes,
etc $10 00
750 cubic yards earth excava-
tion ® $1.45 . . . 1,087 50
628 linear feet straight edge-
stone and corners
hauled and set @ 35c, 219 80
90 linear feet circular edge-
stone set @ 35c. . . 31 50
53 linear feet existing edge-
stone reset @, 30c. . 15 90
427 linear feet crushed stone
and concrete foundation
furnished and placed @
23c. ... 98 21
7 square yards existing
granite block paving re-
laid, gravel joints, @
75c' .... 5 25
1,303 square yards bituminous
macadam surface fur-
nished and laid @ $1, 1,303 00
4,341 square yards artificial
stone sidewalks fur-
nished and laid @ 25c, 1,085 25
405 square feet artificial
stone driveways fur-
nished and laid @ 30c, 121 50
Carried forward . . . $3,977 91 $1,673 40
290 City Document No. 26.
Brought forward
$3,977
91
$1,673 40
8 covers reset @ $3
24
00
6 courses of brickwork laid
@ 50c
3
00
37 cubic yards loam furnished
and placed in tree pits
@ $2.25 ....
83
25
Extra work — Rehandle
edgestone and r e fi 1 1
edgestone trench where
necessary for the p u r-
pose of construe ting
driveways:
9 hours, edgestone setter, @
$1
9
00
9 hours, paver, @ $1 .
9
00
55 hours' labor @ 45c. .
24
75
Plus 15 per cent on $42.75,
6
41
12 hours, double team, @ $1,
12
00
4,149 32
5,822 72
Mascot street, from Ballou avenue to Norfolk street. Length, 194 linear
feet. Area, 410 square yards. Edgestone set, asphalt pavement
laid and artificial stone sidewalks constructed.
Engineering $522 21
Engineering expense 18 65
Inspection 332 19
Edgestone, 260 feet straight, 19 feet circular
and 2 small corners 349 77
Advertising 7 87
Labor, handling stock 13 32
Road oils, 950 gallons binder 99 75
Amount paid to Martino DeMatteo, under
contract:
170 cubic yards earth excava-
tion (not including ex-
cavation for artificial
stone wall, steps, etc.)
@ $1.35 .... $229 50
250 linear feet straight edge-
stone and corners
hauled and set @ 30c, 75 00
19 linear feet circular edge-
stone set @ 25c. . . 4 75
50 linear feet existing edge-
stone reset @ 25c. . 12 50
380 square yards bituminous
macadam surface f u r-
nished and placed @
$1.20 .... 456 00
2,200 square feet artificial stone
sidewalks, concrete base
and wearing surf ace
furnished and 1 a id @
22c 484 00
100 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 35c ... 35 00
Carried forward . . . $1,296 75 $1,343 70
Public Works Department. 291
Brought J orward
$1,296 75
$1,343 76
2,300 square feet artificial stone
foundation f u r n i she d
and placed @ 5c. .
115 00
2 covers reset @ $3
6 00
2 courses of brickwork laid
@ 50c
1 00
Artificial stone walls, step
and platforms built (un-
finished)
2,300 00
$3,718 75
Less 15 per cent retained,
557 81
3,160 94
«M r.(\A 7/-)
cCraw street, from Belgrade avenue to railroad.
(Work not started.)
Engineering
$21 00
Middleton street, from Theodore street to Wildwood street. Length, 242
linear feet. Area, 700 square yards. Edgestone set, bitulithic pave-
ment laid.
Engineering $146 90
Engineering expense 2 54
Inspection 103 87
Edgestone, 384 feet straight, 40 feet circular, 523 50
Advertising 5 20
Labor, handling stock 5 74
Amount paid to Warren Brothers Company,
under contract :
Removing trees, bushes,
etc $10 00
18 cubic yards earth excava-
tion @ $1.65 ... 29 70
516 cubic yards gravel filling
furnished @ $1.65 . . 851 40
405 linear feet straight edge-
stone and corners hauled
and set @ 37c. . 149 85
38 linear feet circular edge-
stone set @ 45c. . . 17 10
94 linear feet existing edge-
stone reset @ 35c. . . 32 90
8 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1 . . 8 00
5 square yards existing gran-
ite block paving relaid
for edgings, concrete base,
sand bed, grout joints, @
$2.30 11 50
734 square yards concrete base
and bitulithic wearing
surface furnished and laid
@ $2.60 .... 1,908 40
11 covers reset @ $3 . . 33 00
19 courses of brick work laid @
50c 9 50
Brought] orward . . . $3,061 35 $787 75
292 City Document No. 26.
Brought forward . _ . . $3,061 35 $787 75
Extra work — Furnish and
lay 2- inch bitulithic
wearing surface on exist-
ing macadam base where
directed:
151 square yards bitulithic wear-
ing surface furnished and
laid on existing macadam
base @ $2.04 ... 308 40
3,369 39
$4,157 14
Moraine street, from South Huntington avenue to Jamaica way. Length,
1,423 linear feet. Area, 21,304 square feet. Artificial stone side-
walks and driveways constructed. (Unfinished work from 1917-18.)
Engineering $81 92
Engineering expense 3 69
Inspection 120 83
Edgestone 14 60
Teaming 262 75
Steam roller, rolling 350 00
Labor, handling stock 60
Advertising 3 45
Amount paid to Joseph A. Singarella, under
contract :
25 linear feet existing edge-
stone reset @ 25c. . $6 25
21,304 square feet artificial stone
foundation furnished
and placed @ 7c. . 1,491 28
20,809 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face furnished and laid
@ 18c 3,745 62
495 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 22c 108 90
Extra work — Light un-
finished sidewalks dur-
ing suspension of work
on Moraine street:
26 Nights lighting @ $1 . 26 00
Extra work — ■ Remove
existing edgestone and
haul and set corners
for new driveways in
Moraine street and
Peabody street:
4| days' labor @ $4.50 . 20 25
| day edgestone setter @
$7 5 25
Plus 15 per cent on$25 .50, 3 83
f day double team @ $8 . 3 00
| day auto truck @ $24 . 9 00
5,419 38
$6,257 22
Public Works Department. 293
Mt. Ida road, from 254 feet south of Marie street to Robinson street.
Length, 886 linear feet. Area, 2,560 square yards. Edgestone set,
asphalt pavement laid, artificial stone sidewalks constructed.
Engineering $478 81
Engineering expense 24 06
Inspection .... ... 710 90
Edgestone, 1,450 feet straight, 49 feet circular
and 6 small corners 1,856 67
Advertising 3 19
Photographs 10 00
Labor, handling stock 72 8*V
Templets 13 68
Steam roller 7 50
Amount paid to McGuire & McGourty, under
contract :
1,950 cubic vards earth excava-
tion® 78c. . . . $1,521 00
10 cubic yards rock excava-
tion @ $6 . 60 00
1,400 linear feet straight edge-
stone and corners hauled
and set @ 27c. . . 378 00
. 50 linear feet circular edge-
stone set @ 25c. . . 12 50
40 linear feet existing edge-
stone reset @ 20c. . 8 00
2,629 square yards concrete
base, bituminous con-
crete binder and as-
phalt wearing surface
furnished and laid @
$2.82 .... 7,413 78
9,100 square feet artificial stone
foundation furnished
and placed © 2|c. . 227 50
9,100 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished andlaid @ 20c, 1,638 00
90 square feet artificial stone
driveways, concrete
base and wearing surface
furnished andlafd@29c, 26 10
10 covers reset @ $3 . . 30 00
17 courses of brickwork laid
@ 50c. .... 8 50
Extra work — Furnish and
lay 1^-inch asphalt
wearing surface with lf-
inch bituminous con-
crete binder on existing
macadam base in Mt.
Ida road, from 254 feet
south of Marie street to
Robinson street:
61 square yards bituminous
concrete binder and as-
phalt wearing surface,
furnished and laid on
existing macadam base
@ $2.25 .... 137 25
Carried forward . . . $11,460 63 $3,177 68
294 City Document No. 26.
Brought forward . . . $11,460 63 $3,177 68
Extra work — Trim the
base of concrete wall on
Mt. Ida road, around
Ronan Park, to conform
with the grades of the
artificial stone sidewalk.
$11,460 63
Less 15 per cent retained, 1,719 09
9,741 54
$12,919 22
Nevada street, from Fairmount street to Wilmington avenue. (Unfinished
work from 1918.)
Final payment on contract to Martino DeMatteo for
work done in 1918 $401 27
Norfolk street, from Corbet street to Blue Hill avenue. Roadway widened.
Street constructed. Bridge constructed. Edgestone set and reset.
Artificial stone sidewalks constructed.
Engineering $1,394 34
Engineering expense 11 78
Inspection 537 55
Labor, fence 4 00
Labor, bridge 1,701 63
Labor, handling stock 2 50
Bridge materials, paint, wood preservative . 1,777 99
Lumber 3,561 23
Nails 79 98
Edgestone 67 80
Amount paid to Warren Brothers, under
contract :
50 1 i n e a r feet straight
edgestone hauled and set
@ 50c $25 00
33 linear feet existing edge-
stone reset @ 40c. . . 13 20
51| cubic yards concrete base
furnished and laid
@ $8.75 .... 452 08
485 square yards bitulithic
wearing surface furnished
and laid @ $2 . . _ . 970 00
60 square yards skim patching
furnished and laid
@$1.50 ... . 90 00
560 square feet artificial stone
foundation furnished and
placed @ 15c. . . . 84 00
560 square feet artificial stone
sidewalks concrete base
and wearing surface fur-
nished and laid @ 25c. . 140 00
Less 15 per cent retained .
$1,774 28
266 14
1,508 14
$10,646 94
Public Works Department. 295
Brought j or ward $10,646 94
Amount paid Warren Brothers Company,
changing driveway 89 71
Amount paid John McCourt Company, under
contract:
Rebuilding bridge parapets .... 2,584 10
Amount paid John McCourt Company :
Rebuilding concrete wall and coping on wing
wall . . 48 06
Amount paid Daddario & Booth, under
contract:
Building additions to abutments of bridge . 5,400 00
Amount paid Transit Department for work
done and materials furnished . 6,934 10
Amount paid Boston Elevated Railway Com-
pany for electric current and connections for
air compressor: 95 33
Amount paid New York, New Haven & Hart-
ford Railroad Company for services of flag-
man
Advertising
Teaming
North Beacon street, from Cambridge street to Market street. Length,
3,267 linear feet. Area, 12,409 square yards. Artificial 56,502
square feet. Street widened and sub- graded, edgestone set and
reset, bitulithic pavement laid and artificial stone sidewalks con-
structed.!
Engineering $268 45
Engineering expense 3 51
Inspection '. 309 14
Edgestone 120 47
Teaming 3 00
Steam roller 7 00
436
91
50
48
12
00
*$26,297 63
$711 57
Credit: Blocks, old granite
82 00
$629 57
Amount paid to Warren Brothers
3 Company,
under contract :
Removing trees, bushes,
etc
$1,600 00
6,523 cubic yards earth exca-
vation @ $1.50 . .
9,784 50
105 cubic yards rock excava-
tion @ $6 .
630 00
3,237 linear feet straight edge-
stone and corners
hauled and set @ 35c,
1,132 95
550 linear feet straight edge-
stone hauled and set
(stored at or near line
of work) @ 27c. .
148 50
369 1 inear feet circular edge-
stone set @ 35c.
129 15
Carried forward
$13,428 10
$629 57
* Of this amount, $594.43 was charged to the appropriation for Norfolk Street, Dor-
chester, Widening.
t Work completed May 27, 1919.
296 City Document No. 26.
Brought forward _ ._ . . $13,425 10 $629 57
1,271 linear feet existing edge-
stone reset @ 23c. . 292 33
31 square yards existing
granite block paving,
relaid, gravel joints,
@ 90c 27 90
6X1 square yards existing
granite block paving
relaid for brows of car
tracks, concrete, ce-
ment sand bed, grout
joints, @ $2.71 .
1,655 81
75 square yards existing
granite block paving
relaid for edgings, con-
crete base, grout joints,
@$2.61
195 75
12,409 square yards bitulitbjc
wearing surface and
concrete base fur-
nished and laid @
$2.90 ....
35,986 10
55,425 square feet artificial
stone sidewalks -fur-
nished and laid @ 22c,
12,193 50
1,077 square feet artificial
stone driveways fur-
nished and laid @
25c
269 25
10 covers reset @ $3 .
30 00
2 courses of brickwork
laid @ 50c.
1 00
Extra work ■ — Haul re-
cut granite blocks from
Massachusetts avenue
lot:
68 hours, auto truck, @
$3.75 ....
255 00
18 hours' labor @ 55c.
9 90
Plus 15 per cent on $9.90,
1 49
Extra work — Remove
existing edgestone,
concrete base and bitu-
lithic pavement where
directed for new drive-
ways and haul surplus
material to Brighton
Paving Yard:
31 hours, foreman, @ 68|c,
21 31
297 hours' labor @ 55c.
163 35
27 hours, time keeper, @
50c
13 50
Plus 15 per cent on
SJ98.16
29 72
9 hours, auto truck, @
$3.75 ....
33 75
18 hours, double team, @
$1 . . .
18 00
4 hours, steam roller, @
$i.87i ....
7 50
Carried forioard . . . $64,630 26 $629 57
Public Works Department.
297
Brought forward
3 cubic yards extra bitu-
minous binder @ $13,
Extra work — Lay bitu-
lithic pavement on
existing macadam
foundation at Cam-
bridge street ap-
proaches to North
Beacon street :
401 square yards bitulithic
pavement, two inches
deep, laid on existing
macadam foundation
@$2.04
Extra work — Remove
trees on westerly side
of street between Cam-
bridge street and Gor-
don street :
Removing trees
Less amount paid in
1918 ....
$64,630 26
39 00
$629 57
818 04
475 00
$65,962 30
45,935 37
20,026 93
$20,656 50
Peabody street, from Brookline avenue to Binney street. Length, 360
linear feet. Area, 3,591 square feet. Artificial stone sidewalks con-
structed. (Unfinished work from 1917 and 191S.)
Engineering $29 84
Engineering expense
Inspection
Gravel
Flagging
Crushed stone
Road oils, 1,500 gallons
Advertising .
Labor, roadway excavating
Labor, macadam spreading
Labor, gutter relaying
Labor, crosswalk relaying
Steam roller
Teaming .
Amount paid to Joseph A. Singarella, under
contract :
14 square yards existing
brick sidewalks relaid
@ 50c $7 00
3,591 square feet artificial
stone foundation fur-
nished and placed @
7c 251 37
3,591 square feet artificial
stone sidewalks, con-
crete base and wearing
surface, furnished and
laid @ 18c. ... 646 38
56
26 85
87 89
8 00
507 46
157 50
3 45
296 70
179 82
7 50
2S 00
105 00
114 25
1,552 82
904 75
,457 57
298
City Document No. 26.
$186 63
5 47
199 02
1,537 26
5 23
18 65
7 00
Perthshire road and Matchett street, from Bigelow street to Matchett street.
Length, 593 linear feet. Area, 1,716 square yards. Edgestone set,
asphalt pavement laid, artificial stone sidewalks constructed.
Engineering
Engineering expense
Inspection
Edgestone, 1,206 feet straight, 31 feet circu-
lar and 8 small corners
Advertising
Labor, handling stock
Templets
Amount paid to Central Construction Com-
pany for constructing Perthshire road,
under contract:
Removing trees, bushes,
etc $50 00
2,370 cubic yards earth exca-
vation @ 1.50 . . 3,555 00
1,131 linear feet straight edge-
stone and corners
hauled and set @ 25c, 282 75
10 linear feet circular edge-
stone set @ 18c. . . 1 80
236 linear feet crushed stone
and concrete founda-
tion furnished and
placed @ 20c. . . 47 20
7 square yards existing
granite block paving
relaid, gravel joints,
@ 70c 4 90
3 square yards existing
granite block paving
relaid for edgings, con-
crete base, sand bed
and grout joints, @
$2.75 . 8 25
1,693 square yards concrete
base, bituminous con-
crete binder and asphalt
wearing surface, fur-
nished and laid @ $2.60, 4,401 80
7,288 square feet artificial stone
sidewalks furnished and
laid @ 23|c. . . . 1,698 58
283 square feet artificial stone
drivewavs furnished and
laid @ 30c. ... 84 90
Amount paid to Central Construction Com-
pany for constructing Matchett street,
under contract:
449 cubic yards earth excava-
tion © $1.50 . . . $673 50
97 linear feet straight edge-
stone and corners
hauled and set @ 25c, 24 25
21 linear feet circular edge-
stone set @ 18c . 3 78
10,135 18
Carried forward
$701 53 $12,094 44
Public Works Department. 299
Brought jonvard . . $701 53 $12,094 44
36 linear feet crushed stone
and concrete founda-
tion furnished and
placed @ 20c. . . 7 20
3 square yards existing
granite block paving
relaid for edgings,
concrete base, sand
bed and grout joints,
@ $2.75 .... 8 25
220 square yards concrete
base, bituminous con-
crete binder and asphalt
wearing surface, fur-
nished and laid @ $2.60, 572 00
657 square feet artificial
stone sidewalks fur-
nished and laid @ 23Jc, 156 75
1,445 73
$13,540 17
Pontiac street, from Hillside street to Tremont street. (Part of work
done in 1917 and 1918; still unfinished.)
Engineering $19 50
Inspection 24 93
$44 43
Public Alley No. 818, from St. Stephen street to Public Alley No. 819.
Length, 455 linear feet. Area, 462 square yards. Edgestone set,
recut granite block pavement laid, artificial stone sidewalks con-
structed.
Engineering
$112 89
Engineering expense .
1 60
Inspection
18 71
Edgestbne, 335 feet straight, 97 feet circular,
581 78
Advertising
3 44
Labor, handling stock
4 72
Blocks, recut, 3,000 .
150 00
Amount paid to John McCourt
Company,
under contract :
166 cubic vards earth excava-
tion "<§s $1.70 .
$282 20
361 linear feet straight edge-
stone and corners hauled
and set @ 35c.
126 35
4 linear feet circular edge-
stone and special stone
set @ 35c.
1 40
373 linear feet concrete backing
for edgestone furnished
and placed @ 35c. .
130 55
170 square yards granite block
paving hauled and laid,
concrete base, sand bed,
grout joints, @, $3
510 00
1 cover reset @ $3 .
3 00
Carried forward . . . $1,053 50 $873 14
300
City Document No. 26.
Brought jorward . • . •
1 course of brickwork laid
@ 50c
Less 15 per cent retained
$1,053 50
50
$1,054 00
158 10
$873 14
895 90
L,769 04
Public Alley No. 819, from Westland avenue to Batavia street. Length,
224 linear feet. Area, 205 square yards. Edgestone set, recut
granite block pavement and artificial stone sidewalks constructed.
Engineering ....
Engineering expense .
Inspection .
Edgestone, 406 feet straight, 3 lar
Advertising
Blocks, recut granite, 9,400
Labor, handling stock
Amount paid to John McCourt
under contract:
175 cubic yards earth excava-
tion @ $1.70 .
390 linear feet straight edge-
stone and corners hauled
and set @ 35c.
8 linear feet circular edge-
stone set @ 35c.
58 linear feet existing edge-
stone reset @ 25c. .
324 linear feet concrete backing
for edgestone furnished
and placed @ 35c. .
10 square yards existing gran-
ite block paving relaid,
gravel joints, @, 80c.
205 square yards granite block
paving hauled and laid,
concrete base, sand bed,
grout joints, @ $3 .
7 square yards existing brick
sidewalks relaid @, 50c,
273 square feet artificial stone
sidewalks furnished and
laid @ 21c.
Less 15 per cent retained
ge corners,
Company,
$302 60
136 50
2 80
14 50
113 40
8 00
615 00
3 50
57 33
$1,253 63
188 04
$102 52
72
39 46
509 16
3 44
436 00
4 18
1,065 59
$2,161 07
Public Alley No. 820, from Huntington avenue to St. Botolph street.
Length, 248 linear feet. Area, 264 square yards. Edgestone set,
recut granite block pavement laid and artificial stone sidewalks
constructed,
Engineering $171 87
Engineering expense 3 85
Inspection 72 73
Carried forward ...... $248 45
Public Works Department. 301
Brought forward 1248 45
Edgestone, 298 feet straight, 25 feet circular
and 2 large corners 399 70
Advertising 3 45
Labor, handling stock 4 55
Blocks, granite recut 9,200 .... 327 20
Amount paid to John McCourt Company,
under contract:
219 cubic yards earth excava-
tion @ $1.70 . . . $372 30
340 linear feet straight edge-
stone and corners
hauled and set @ 35c, 119 00
45 linear feet circular edge-
stone and special stone
* set @ 35c. ... 15 75
83 linear feet existing edge-
stone reset @ 25c. . 20 75
64 linear feet concrete back-
ing for edgestone fur-
nished and placed
@ 35c. . . . . 22 40
7 square yards existing
granite block paving re-
laid, gravel joints, @,
@ 80c. .... 5 60
264 square yards granite
block paving hauled and
laid, concrete base, sand
bed, grout joints, @ $3, 792 00
6 square yards brick side-
walks hauled and laid
@ 60c. .... 3 60
1,312 square feet artificial stone
sidewalks furnished and
laid @ 21c. ... 275 52
4 covers reset @ $3 . . 12 00
2 courses of brick work laid
@ 50c. .... 1 00
Extra work — Furnish
and erect about 27
linear feet of 2 rail, 1|-
inch iron pipe fence on
both sides of Public
Alley No. 820, at Hunt-
ington avenue and
construct retaining wall
at Huntington avenue,
southerly side. Erect-
ing iron fence and con-
structing retaining wall, 112 00
$1,751 92
Less 15 per cent retained, 262 79
1,489 13
$2,472 48
Public Alley No. 821, from Gainsborough street to Public Alley No. 820.
Length, 455 linear feet. Area, 462 square yards. Edgestone set,
recut granite block pavement laid and artificial stone sidewalks
constructed.
302 City Document No. 26.
Engineering
Inspection
Edgestone, 780 feet straight, 78 feet circular
and 6 large corners
Advertising
Labor, handling stock
Blocks, recut granite 26,700 ....
Amount paid to John McCourt Company,
under contract:
473 cubic yards earth excava-
tion @ $1.70 . . $804 10
774 linear feet straight edge-
stone and corners
hauled and set® 35c. . 270 90
41 linear feet circular edge-
stone and special stone
set @ 35c. ... 14 35
113 linear feet existing edge-
stone reset @ 25c. . 28 25
99 linear feet concrete back-
ing for edgestone fur-
nished and placed @
35c. ... 34 65
462 square yards granite block
paving hauled and laid,
concrete base, sand bed,
grout joints, @ $3 . 1,386 00
9 square yards existing brick
sidewalks relaid @ 50c, 4 50
2,623 square feet artificial stone
sidewalks furnished and
laid @ 21c. ... 550 83
5 covers reset Gb, $3 . 15 00
$192 05
64
38
1,067
86
3
45
12 02
961
20
$3,108 58
Less 15 per cent retained, 466 29
2,642 29
$4,943 25
Public Alley No. 909, from Massachusetts avenue to Hemenway street.
(Work not started.)
Engineering $11 00
Radford lane, from Carruth street to Bushnell street. (Work done in
1917-18.)
Final payment to Frank Drinkwater for work done in
1917-18, under contract $178 65
Ralston street, from Dorchester avenue to Old Colony avenue.
(Work done in 1917-18.)
Road oils, 1,350 gallons $172 00
Redlands rozd, fro.n Cautre street to Abbot street. (Work not started.)
Engineering $44 94
Public Works Department. 303
Reservoir road, at northeast corner of Beacon street. (Street to be widened.)
Labor, roadway excavating .... $1,299 72
Labor, edgestone setting and resetting . 28 50
Teaming 256 57
Edgestone, 192 feet circular .... 284 90
$1,869 69
Rockdale street, from Savin Hill avenue to Springdale street. (Work not
started.)
Engineering $80 00
Engineering expense . 90
$S0 90
Selwyn street, from Farquhar street, 1,174 feet northeasterly. Length,
1,175 linear feet. Area, 3,392 square yards. Edgestone set, asphalt
pavement laid and artificial stone sidewalks constructed.
Engineering .
Engineering expense
Inspection
Edgestone, 1,886 feet straight, 59 feet circular
and 6 small corners
Advertising
Labor, handling stock
Credit: Blocks, old granite
Amount paid to McGuire & McGourty, under
contract :
Removing trees, bushes,
etc $50 00
1,785 cubic yards earth exca-
vation @ 92c. . . 1,642 20
5 cubic yards rock exca-
vation @ $6 . . . 30 00
1,908 linear feet straight edge-
stone and corners
hauled and set @
34c 648 72
60 linear feet circular edge-
stone set @ 25c . . 15 00
197 linear feet existing edge-
stone reset @, 25c . 49 25
7 square yards existing
granite block paving
relaid, gravel joints, @
75c 5 25
25 square yards existing
granite block paving
relaid, concrete base,
sand bed and grout
joints, @ $2.65 . . 66 25
$198 47
4
73
308 75
2,394
(14
5
43
77
73
S2,989
75
43
10
J,946 65
Carried forward . . . $4,943 25 $2,946 65
304 City Document No. 26.
Brought forward . . . $4,943 25 $2,946 65
3,611 square yards concrete
base, bituminous con-
crete binder and as-
phalt wearing surface,
furnished and laid @
$2.85 .... 10,291 35
12,895 square feet artificial stone
foundation furnished
and placed @ 2|c. . 322 38
12,947 square feet artificial stone
sidewalks, concr ete
base and wearing sur-
face, furnished and
laid @ 20c. . . . 2,589 40
247 square feet artificial stone
driveways, concrete
base and wearing sur-
face, furnished and laid
@29c
20 covers reset @ $3 .
13 courses of brickwork
laid @ 50c. .
71 63
60 00
6 50
15,847 93
— $18,794 58
Stanhope street, northerly to Stuart street. (Work not started.)
Engineering $29 29
Stratton street, from Lucerne street across Lyford street. (Work done in
1917 and 1918.)
Amount paid to Martino DeMatteo, under
contract $5,339 44
Less amount paid in 1918 4,301 59
$1,037 85
Stuart street, from Clarendon street to Trinity place. Concrete founda-
tion and brick walk removed.
Engineering
Engineering expense
Labor, excavating
$74 78
2 12
1,088 00
$1,164 90
Stuart street, from Berkeley street to Columbus avenue. Small portion
filled and graded.
Labor, filling and grading $185 45
Teaming 8 84
$194 29
Tebroc street, from Bowdoin street to Levant street. Length, 212 linear
feet. Area, 616 square yards. Edgestone set, asphalt pavement
laid and artificial stone sidewalks constructed.
Engineering $47 11
Engineering expense 10
Inspection 89 49
Carried forward $136 70
Public Works Department.
305
Brought fonvard
Edgestone, 126 feet straight, 9 feet circular .
Advertising
Labor, handling stock
Photographs
$136 70
171 09
3 19
10 85
11 00
Amount paid to McGuire & McGourty, under
contract :
171 cubic yards earth excava-
tion @ 78c. . . . $133 38
126 linear feet straight edge-
stone and corners
hauled and set @ 27c,
34 02
9 linear feet circular edge-
stone set @ 25c. .
2 25
175 linear feet existing edge-
stone reset @, 20c.
35 00
616 square yards cone rete
base, bituminous con-
crete binder and as-
phalt wearing surface,
furnished and laid @
$2.82 ....
1,737 12
1,988 square feet artificial stone
foundation furni shed
and placed @ 2|c.
49 70
1,9SS square feet artificial stone
sidewalks, concrete base
and wearing s u r f a ce,
furnished and laid @
20c
397 60
2,030
Less 15 per cent retained,
$2,389 07
358 36
71
$2,363 54
Ticknpr street, from Marine road to Columbia road. Length, 375 linear
feet. Area, 1,074 square yards. Edgestone set and reset, asphalt
pavement laid with granite block brows, artificial stone sidewalks
constructed.
Engineering ....
Engineering expense .
Inspection ....
Edgestone, 380 feet straight
Templets ....
Advertising ....
Labor, handling stock
Amount paid to Central Construction Com
pany, under contract :
Removing trees, bushes,
etc
268 cubic yards earth excava-
tion © $2
379 linear feet straight edge-
stone and corners hauled
and set @ 30c.
134 linear feet existing edge-
stone reset @, 20c.
$5 00
536 00
113 70
Carried forward
26 80
$6S1 50
$129 11
96
124 65
459 80
5 44
8 78
12 70
$741 44
306 City Document No. 26.
Brought forward . . . $681 50 $741 44
6 square yards existing gran-
ite block paving relaid,
concrete base, sand
bed, grout joints, @
$3.50 .... 21 00
1,033 square yards concrete
base, bituminous con-
crete binder and asphalt
wearing surface fur-
nished and laid @ $2.60, 2,685 80
80 square feet artificial stone
sidewalks furnished and
laid @ 35c. ... 28 00
5 covers reset @ $3 . . 15 00
5 courses of brickwork laid
@ 50c 2 50
211 square yards loam space
graded and seeded @,
15c 31 65
10 cubic yards loam furnished
@ $3 . . '. . 30 00
— — 3,495 45
— ■ $4,236 89
Tovar street, from Bowdoin street to Cameron street. Length, 200 linear
feet. Area, 577 square yards. Edgestone set, asphalt pavement
laid, artificial stone sidewalks constructed.
Engineering $56 32
Engineering expense 10
Inspection 35 80
Edgestone 17 96
Advertising 3 19
Photographs 11 00
$124 67
Credit: Blocks, old granite .... 9 00
$115 67
Amount paid to McGuire & McGourty,
under contract:
100 cubic vards earth excava-
tion @ 78c. ... $78 00
576 square yards concrete base,
bituminous concrete
binder and asphalt wear-
ing surface furnished and
laid @ $2.82 . . . 1*624 32
24 square yards bituminous
binder and asphalt wear-
ing Surface furnished and
latid on existing m'acadam
base @. $2.25 ... 54 00
$1,756 32
Less 15 per cent retained, 263 45
1,492 87
$1,608 54
Tremont street, from Park street to Boylston street. Roadway to be
widened. (Work not started.)
Engineering $6 00
Public Works Department. 307
Victory road, from Neponset avenue to Houghton street. (Unfinished.)
Edgestone set, 215 feet straight, 52 feet circular; earth excavation,
500 cubic yards; rock excavation, 60 cubic yards.
Engineering $56 68
Labor, excavating roadway
Labor, edgestone excavating
Labor, edgestone setting and resetting
Labor, grading gravel sidewalks
Teaming
Edgestone, 65 feet new, straight
Gravel, 24 yards
1,899 10
87 87
108 00
168 87
782 42
80 19
38 40
},221 53
Wachusett street, from Walk Hill street to Eldridge road. Length, 935
linear feet. Area, 2,706 square yards. Edgestone set, Topeka pave-
ment laid, artificial stone sidewalks and driveways constructed.
Engineering $406 81
Engineering expense 8 60
Inspection 268 50
Edgestone, 1,310 feet straight, 164 feet circular
and 10 small corners 1,898 28
Advertising 2 70
Labor, handling stock 54 03
Templets 13 74
Photographs 16 00
Steam roller 7 50
$2,676 16
Credit: Bricks, old sidewalk .... 9 45
$2,666 71
Amount paid to John Kelly Company,
under contract:
Removing trees, bushes,
etc $2 00
1,254 cubic yards earth exca-
vation @ 74c. . . 927 96
23 cubic yards rock exca-
vation @ $4 . . 92 00
1,332 linear feet straight edge-
stone and corners
hauled and set @ 35c, 466 20
166 linear feet circular edge-
stone set @ 25c. . . 41 50
243 linear feet existing edge-
stone reset @ 25c. . 60 75
11 square yards existing
granite block paving
relaid, concrete base,
sand bed, grout joints,
© $2.75 ... 30 25
2,401 square yards concrete
base and Topeka wear-
ing surface furnished
and laid @ $2.70 . 6,698 70
11,790 square feet artificial stone
foundation furnished
and placed @ 5c. . 589 50
Carried forward . . . $8,908 86 $2,666 71
30S City Document No. 26.
Brought forward . . . $8,90S 86 82,666 71
12,586 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face furnished and laid
(5 19c. . . . 2,391 34
33S square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 19c 64 22
19 covers reset @ S3 . . 57 00
9 courses of brick work laid
@ 50c 4 50
Extra work — Furnish
and place Topeka
pavement on tar mac-
adam base on Wachu-
sett street at intersec-
tion of Patten street as
directed:
194 square yards Topeka
pavement furnished
and laid on macadam
base (3 81.74 . . 337 56
Extra work — Grade
existing tar macadam
surface on "Wachusett
street at intersection
of Patten street, as
directed:
3* davs, foreman, (a 86
28| days' labor (a 84.80
Plus 15 per cent on
8157.20
3| days, double team, @ S8,
f day, steam roller, (a 815,
Less | day use of city
steam roller .
Less 15 per cent retained,
21 00
136 20
23 58
31 00
6 00
811,981 26
7 50
SU,973 76
1,796 06
10,177 70
812,844 41
Walk Hill street, from Blue Hill avenue to Fottler road. Length, 710 linear
feet. Area, 3,247 square yards. Edgestone set, asphalt pavement laid
and artificial stone sidewalks constructed.
Engineering 8370 44
Engineering expense 17 29
Inspection 356 47
Edgestone, 512 feet straight, 14 feet circular
and S large corners 6S8 42
Advertising 5 42
Labor, handling stock S 09
81,446 13
Credit: Blocks, old granite .... 162 00
Carried forward 81,284 13
3,387
00
532
00
165 00
2
so
167
60
Public Works Department. 309
Brought forward $1,284 13
Amount paid to Martino DeMatteo, under
contract :
Removing trees, bushes,
etc $500 00
2,258 cubic yards earth excava-
tion @ $1.50
266 cubic yards extra earth
excavation @ $2
550 linear feet straight
edgestone and cor-
ners hauled and set @
30c
14 linear feet circular edge-
stone set @ 20c.
838 linear feet existing
edgestone reset (a, 20c,
586 linear feet crushed stone
and concrete founda-
tion furnished a n d
placed <g 18c. . 105 48
12 s q u a r e yards existing
granite block paving
relaid, gravel joints @
50c 6 00
6 s q u a r e yards existing
granite block paving
relaid for edgings,
sand bed and grout
joints, @, 80c. . 4 80
4,311 square 3^ards bituminous
concrete binder and
asphalt wearing sur-
face furnished and laid
on macadam founda-
tion @ $1.85 . 7,975 35
12,050 square feet artificial
stone sidewalks fur-
nished and laid @ 25c, 3,012 50
450 square feet artificial
stone driveways fur-
nished and laid @ 35c, 157 50
14 covers reset© $3 . . 42 00
21 courses of brickwork laid
(5 50c 10 50
Extra work — Excavate
ledge rock to subgrade
where directed:
195 cubic yards rock excava-
tion @ $8 . . . 1,560 00
Extra work — - Remove
the existing bitumi-
nous macadam from
the Blue Hill avenue
roadway where di-
rected and grade the
same for an approach
to Walk Hill street:
76 hours, foreman % 66|c, 50 54
959| hours' labor (§) 50c . 479 75
Carried forward . . . $18,158 82 $1,284 13
310
City Document No. 26.
Brought forward
$18,158 82
$1,284 13
9 hours, blacksmith,
@75c
6 75
Plus 15 per cent on
$537.04
80 56
8(H hours, steam roller, @ $2,
161 00
77 hours, auto truck, @ $3 .
231 00
81 hours, double team, @
90c
72 90
18,711 03
$19,995 16
Wellington Hill street (north side), from Blue Hill avenue westerly.
Unfinished roadway to be widened 140 feet. Edgestone set and reset.
Engineering ....
Edgestone, 17 feet straight
Sand
Cement ....
Labor, edgestone excavating
Labor, edgestone resetting .
Labor, roadway excavating
Teaming
$791 10
$40 37
14 25
7 29
68
161 30
67 38
325 53
174 30
Wilbur street, from Cushing avenue to Upham avenue. (Work not started.)
Engineering $32 17
Wilcock street, from Morton street to Blue Hill avenue. (Work not started .)
Engineering $108 17
Engineering expense 2 60
Advertising 1 94
— — $112 71
Wilmington avenue, from Milton avenue to Nevada street. (Work done in
1917 and 1918.)
Amount paid Martino DeMatteo for work
done in 1917 and 1918, under contract . $5,198 89
Less amount paid in 1918 . . . . - . 4,249 24
$949 65
Wollaston terrace, from Wood avenue to Jones avenue. (Work not started.)
Engineering $85 23
Engineering expense 1 90
Advertising 1 94
S9 07
Waupello road, from Bayswater street to Saratoga street. Length, 408
linear feet. Area, 1^251 square yards. Edgestone set, asphalt pave-
ment laid and artificial stone sidewalks constructed.
Engineering $107 36
Engineering expense ...... 13 04
Inspection 141 94
Edgestone, 670 feet straight, 38 feet circular
and 4 small corners 990 96
Carried forward $1,253 30
Public Works Department. 311
Brought forward $1,253 30
Advertising 5 18
Templets 7 20
Amount paid to James Doherty, under
contract :
662 cubic yards earth excava-
tion @ $1.30 . . $860 60
764 linear feet straight edge-
stone and corners set @
23c 175 72
38 linear feet circular edge-
stone set @ 25c. . . 9 50
34 linear feet existing edge-
stone reset @ 21c. . 7 14
4 square yards existing gran-
ite block paving relaid,
concrete base, sand bed,
grout joints, ® $2.50 . 10 00
1,251 square yards concrete
base, bituminous con-
crete binder and asphalt
wearing surface, fur-
nished and laid, @
$2.91 .... 3,640 41
4,694 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @
20|c 962 27
228 square feet artificial stone
driveways, concrete base
and wearing surface f ur-
nished and laid, @24|c, 55 S6
4,922 square feet artificial stone
foundation furnished
and placed @ 3|c. . 172 27
3 covers reset @ $3 ' . . 9 00
Extra work — ■ Furnish and
lay asphalt pavement on
macadam foundation in
Saratoga street at ap-
proach to Waupello
road:
45 square yards asphalt pave-
ment laid on macadam
foundation @ $1.85 . S3 25
5,986 02
$7,251 70
York Street, from Glenway street to Greenwood street. Length, 440
linear feet. Area, 1,274 square yards. Edgestone set, Topeka pave-
ment laid and artificial stone sidewalks constructed.
Engineering $258 21
Engineering expense 8 50
Inspection 161 10
Edgestone, 776 feet straight, 19 feet circular
and 4 small corners 1,097 83
"Advertising 9 34
Templets 19 61
Carried forward $1,554 59
312 City Document No. 26.
Brought forward . . ._ . . . $1,554 59
Amount paid to Rowe Contracting Company,
under contract:
350 cubic yards earth excava-
tion @ $1.35 . . . $472 50
791 linear feet straight edge-
stone and corners
hauled and set @ 30c, 237 30
19 linear feet circular edge-
stone set @ 25c. . . 4 75
31 linear feet existing edge-
stone reset @ 25c. . 7 75
1,274 square yards concrete base
and Topeka wearing sur-
face furnished and laid
@ $2.75 . . . 3,503 50
52 square yards bituminous
wearing surface fur-
nished and laid on maca-
dam foundation, @
$1.85 . . . . 96 20
2,000 square feet artificial stone
foundation furnished
and placed @ 2c. . . 40 00
3,207 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face furnished and laid
(unfinished) @ 18c. . 577 26
370 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 25c 92 50
1 Bradley head catch-
basin reset @ $5 . . 5 00
4 covers reset @ $3 . . 12 00
5 courses of brickwork laid
@ 50c 2 50
$5,051 26
Less 15 per cent retained, 757 69
4,293 57
$5,848 16
Zamora street, from Perkins to Castleton street. (Work not started.)
Engineering $57 00
Engineering expense 90
$57 90
PUBLIC WORKS DEPARTMENT.
V1NG SERVICE I WD CHARGED TO APPROPRIATION "MAINTENANCE."
PUBLIC WORKS DEPARTMENT.
: DONE BY HIGHWAY DIVISION PA VI NO SERVICE FOR
AITRuPIUATluN
i
i
•
i
Public Works Department. 313
RECAPITULATION OF STREET WORK.
Maintenance.
Adams street, from Robinson street to Per-
cival street
Albano street, from Kittredge street to Wash-
ington street
Ashby street, from Commonwealth avenue to
Bay State road .
Atlantic street, from East Fourth street to
Thomas park
Augustus avenue, from Whitford street to
Poplar street
B street, from West Broadway to West First
street
Batavia street, from St. Stephen street to Hemen-
way street
Bay State road, from Ashby street to Chilmark
street
Blue Hill avenue, from Georgia street to Seaver
street
Bolton street, from D street to E street .
Brookline avenue, from Audubon road to
Riverway
Brookline avenue, from Newbury street to
Landsdowne street
Burrell street, from Dudley street to Norfolk
avenue
C street, from West Broadway to West First
street
Call street, from Keyes street to railroad station,
Central avenue, from River street to Milton line,
Chestnut Hill avenue, from Washington street
to Cleveland circle
Chilmark street, from Commonwealth avenue to
Bay State road
Codman street, from Adams street to Carruth
street
Colberg avenue, from Rexhame street to Mont-
vale street
Columbia road, from 142 feet east of bridge to
Old Colony avenue
Carried forward . . • .
$2,909 76
868
28
1,122
76
338
42
423
45
996 42
3,071
65
2,296
03
36
675
75
06
1,263
71
1,038
84
10,040
83
1,903
5,393
852
92
28
91
1,609
14
1,055
14
140
00
865
59
2,727
08
$39,629 02
314 City Document No. 26.
Brought forward
Columbus avenue (west side), from Centre street
to Washington street
Common street, from Winthrop street to Park
street
Condor street, from Glendon street to Brooks
street
Cottage street, from Bunker Hill street to Med-
ford street .
Covington street, from Columbia road to East
Eighth street
Dorchester avenue, from Melville avenue to
Ashmont street
Dudley street, from Washington street to Eliot
square
E street, from Old Colony avenue to West Ninth
street
East Cottage street, from Dudley street to railroad,
East Fourth street, from Pacific street to G
street
East Ninth street, from Dorchester street to
Mercer street
Eliot street, from Carver street to Pleasant street
(north side)
Freeport street, from Union street to the bridge,
Foundry street, at intersection of Dorchester
avenue
G street, from East Fourth street to Thomas
park
G street, from East Eighth street to Columbia
road
Gainsborough street, from Huntington avenue to
Hemenway street
Gaylord street, from Washington street to Cham-
berlain street
Geneva avenue, from Park street to Bowdoin
street
Georgia street, from Blue Hill avenue to Montana
street
Gerard street, from Kemble street to Norfolk
avenue
Gove street, from Havre street to Bremen street,
Grampian way, from Savin Hill avenue to Savin
Hill avenue
Granby street, from Commonwealth avenue to
Charles river
Gray street, from Clarendon street to Berkeley
street
Green street, from Main street to High street
Carried forward
$39,629
02
389
00
1,352
78
1,722
25
337
16
623
56
2,079
76
4,282"
22
2,260
10
14
50
1,352
66
2,469
94
632 63
8,768 02
445
13
2,610 71
981
25
4,143
28
709
55
855
00
49
35
42
1,468
00
11
2,841
37
1,115
11
798
2,232
63
95
$84,202 90
Public Works Department.
Brought forward
. H street, from East Fifth street to East Seventh
street
Hall street, from South street to Call street
Haviland street, from Massachusetts avenue to
Hemenway street . . .
Holton street, from Everett street to Franklin
street .
Jersey street, from Brookline avenue 300 feet
southerly ... ....
Kittredge street, from Cornell street to Metro-
politan avenue
Kneeland street, from Hudson street to Tyler
street (north side)
Leicester street, from Bennett street to Armington
street
Louis Prang street, from Parker street to Back
Bay Fens .
Main street, from Boston & Maine Bridge to
Somerville line
Marine road, from I street to K street
* Marion street, from White street to Bremen
street
Marsh street, from Granite avenue to Hallet-
Davis street
Medfield street, from Audubon road to St. Mary's
street
Mercer street, from Dorchester street to Tele-
graph street
Metropolitan avenue, from Ransom street to
Washington street
Monadnock street, from Dudley street to Bird
street
Montvale street, from Belgrade avenue to Colberg
avenue
Mountfort street, from Audubon road to Beacon
street
Neponset avenue, from Minot street to Chicka-
tawbut street (west side)
Newman street, from Dorchester street to Colum-
bia road
North Beacon street, from Parsons street to
Charles river
Old Colony avenue, from Dorchester avenue 210
feet easterly
Old Colony avenue, from Columbia road 700 feet
northerly
Oriole street, from Bellevue street to Park street,
Carried forward
* See Street Improvements.
315
$84,202 90
2,756
135
20
07
952
66
1,341
72
1,605
01
1,013 85
510 91
237
14
2,674
66
3,281
3,505
25
50
91
94
1,911
23
1,033
73
960
98
1,048 06
448
74
771
89
3,263
93
2,077 06
3,062
12
280
32
22
20
48
3,652
90
51
$120,889
66
316 City Document No. 26.
Brought forward . . . . _. . $120,889 66
Paris street, from Maverick street to Bennington
street 1,278 00
Parsons street, from Washington street to North
Beacon street 4,921 59
Roxbury street, from Hanley square to Eliot
square 9,737 82
St. Botolph street, from Massachusetts avenue to
Gainsborough street 1,627 11
St. Botolph street, from Garrison street to Irving-
ton street . 1,099 50
Savin Hill avenue, from Dorchester avenue to
railroad bridge 2,136 01
Savin Hill avenue, from railroad bridge to Savin
Hill avenue 5,357 83
Sherborn street, from Commonwealth avenue to
Charles river . ■ . ■ . ■ i'098 U
South Huntington avenue, from Huntington ave-
nue to Centre street 21,359 29
Stratford street, from Saville street to Pelton
street 963 75
Tene'an street, from Fulton street to 1,500 feet
south of Freeport street 3,627 98
Upton street, from Shawmut avenue to Tremont
street 1,306 64
Washington street, from Valley road to Arman-
dine street ... .... 3,146 37
Washington street, from Kneeland street to Ben-
net street 1,164 63
Washington street, from Dorchester avenue to
River street 50 19
Washington street, from Cambridge street to
Brookline line 916 66
Westland avenue, from Massachusetts avenue to
Hemenway street 1,666 93
Winter street, from East street to beyond Church
street 641 30
4182,989 60
Less amount due highways, making of, $245 50
Less amount due reconstructing and
repairing streets by contract . . 115 00
360 50
$182,629 10
Public Works Department. 317
Charged to Special Appropriations.
Belgrade avenue extension and Beech street,
widening $55,092 66
* Chelsea street, widening 1,360 89
* Hyde Park avenue, widening .... 1,545 53
* Norfolk street, widening 594 43
Total $58,593 51
Charged to Appropriation for Granolithic Sidewalks.
Abbott street, in front of Nos. 2, 4, 6 and 26 . . $928 16
Amory street, from Boylston street to Green
street
Beech street, from West Roxbury Parkway to
Hobson street .
Blue Hill avenue, east side, from Fremont street
283 feet southerly
Broadway, from Washington street to Shawmut
avenue
Brookside avenue, from Boylston street to Green
street
Evergreen street, west side, from South Hunt-
ington avenue to Day street ....
Fremont street, south side, from Blue Hill avenue
218 feet east .
Gray street, from Berkeley street to Clarendon
street
Hyde Park avenue, west side, from Tower street
to Walk Hill street
Lamartine street, from Boylston street to Green
street
Olney street, from Rosseter street 140 feet
northerly
Paul Gore street, north side, from No. 12 to
Chestnut street
Pearl street, from Pleasant street to Dorchester
avenue
Pleasant street, from Victoria street 100 feet
northerly
Rexford street, from 500 feet north of Oakland
street . .
Rockwell street, from Washington street to Milton
avenue
Rosseter street, from Bullard street to No. 15
Carried forward
75
00
8,152
13
1,204
73
61
37
37
50
37
50
777
06
1,684
44
37
50
37
50
24
■48
37
50
3,723
32
227
27
305
08
3,652
4,158
30
79
$25,161
63
* See, also, Highways, Making of.
$25,161 63
to Forest
37 50
200 feet
668 28
} Harvard
2,537 52
$28,404 93
318 City Document No. 26.
Brought forward
Tower street, from Hyde Park avenue
Hills Cemetery ....
Victoria street, from Pleasant street
easterly
Wales street, from Blue Hill avenue to Harvard
street
Total
Charged to Appropriation for Reconstructing and
Repairing Streets by Contract.
Amory street, from Green street 140 feet north of
Atherton street $21,571 74
Appleton street, from Tremont street to Berkeley
street 2,411 60
* Artificial stone sidewalks 1,062 24
* Asphalt and bitulithic pavements repaired . 55,678 23
Atlantic avenue, from Summer street to Broad
street 67,090 01
Atlantic avenue, from Broad street to South
Market street 5,869 58
Atlantic avenue, from South Market street to
Commercial street 43,751 17
Beacon street, from Massachusetts avenue to
Raleigh street . 397 14
Bennington street, from Central square to Day
square 38,146 81
Beverly street, from Washington Street North to
Warren Bridge 41 00
Broadway, from Washington street to Boston &
Albany Railroad Bridge 11 19
Cambridge street, from North Russell street to
Charles street . 16,432 31
Cambridge street, from Brighton avenue to Hen-
shaw street 71,776 67
Causeway street, from Commercial street to
Washington Street North 17,556 07
Centre street, from Eliot street across Allandale
street 54,628 98
f Centre street, from Spring street to South
street 527 48
Church street, from Tremont street to Fayette
street . 1,083 16
Columbus avenue, from Centre street to Wash-
ington street 114 44
Carried' forward $398,149 82
* See, also, Schedule A, Maintenance and Street Improvements,
t See, also, Highways, making of.
Public Works Department.
Brought forward
Commercial street, from north side of Fleet
street across Hanover street ....
Commercial street, from Causeway street to
Hanover street .
Compton street, from Tremont street across
Albion street
Conant street, from Huntington avenue to Parker
street
Congress street, from Atlantic avenue to Dor-
chester avenue
Corning street, from Tremont street across Porter
street
Dorchester avenue, from Congress street to Sum-
mer street . .
Dorchester avenue, from Rawson street to Savin
Hill avenue . ....
Dorchester street, from West Broadway to West
Eighth street . •
East Broadway, from Dorchester street to L
street . .
East First street, from H street across Summer
street
East Fourth street, from K street across P street .
* East Newton street, from Albany street to
Washington street
Exeter street, from Boylston street to Common-
wealth avenue
Federal street, from Milk street to Dewey square,
Green street, from Washington street to Call
street
Greenwich street, from Westminster street to
Warwick street
Kilby street, from State street to Milk street
Leverett street, from Green street to Charles street,
Main street, from City square across Alford
street
Marble street, from Westminster street to War-
wick street
Moore street, from Bennington street to Saratoga
street
Newburn street, from Sterling street to Weston
street
Newbury street, from Arlington street to Fairfield
street
Parker street, from Conant street to Tremont
street
Carried forward
* See, also, Street Improvements.
$398,149 82
29,259
00
53,046 89
1,178
00
6,912
40
90
37
920
06
5
76
117,399 44
6
16
74,209 20
19,853
50,435
89
16
26
24
6,770 91
15,768 43
9,703
96
6,414
19,497
38
65
62
60
105,947 42
5,513
05
1,340
90
3,157
95
' 43,978
33
5,589
84
$975,214 05
320 City Document No. 26.
Brought forward $975,214 05
Rutherford avenue, from Chapman street to Cam-
bridge street 503 37
Saratoga street, from Chelsea street to Benning-
ton street 52,069 06
Shirley street, from Massachusetts avenue to 400
feet southerly 7,099 24
Smith street, from Huntington avenue to St.
Alphonsus street 4,163 26
Smith street, from Phillips street to Parker street, 4,336 62
State street, from Commercial street to Atlantic
avenue . 37 38
Sterling street, from Washington street to
Tremont street 29,314 83
Summer street, from Fort Point channel to bridge
over railroad 32,911 86
Sussex street, from Hammond street to Warwick
street ... 2,871 52
Tremont street, from Common street to Castle
street 33,421 02
Tremont street, from Castle street to Dover
street . . 23,029 74
Tremont street, from Dover street to Northamp-
ton street 3,099 07
Tremont street, from Hammond street to William
Pynchon square 78,879 87
Warivick street, from Hammond street to Ruggles
street 21,092 52
Washington street, from Forest Hills to Archdale
road 37,878 64
Washington street, from Market street across
Tremont street 32,679 00
Washington street, from Beach street across
Kneeland street 115 11
West Broadway, from Dorchester avenue to A
street 827 75
West Broadway, from F street to Dorchester
street 19 52
Westminster street, from Hammond street to
Ruggles street ■ . . . 19,160 05
Weston street, from Warwick street to Tremont
street 6,907 55
Windsor street, from Shawmut avenue to Cabot
street 17,712 16
Williams street, from Washington street to West-
minster street 14,477 45
Carried forward $1,397,820 64
Public Works Department. 321
Brought forward $1,397,820 64
Worcester street and Worcester square, from Har-
rison avenue to Columbus avenue . . . 23,668 04
$1,421,488 68
Amount due from Highways, making of . 390 98
Total $1,421,879 66
Charged to Appropriation for Street Improvements.
Algonquin street, from Harvard street to Wash-
ington street
Arlington street, from Boylston street to St. James
avenue
Arlington street, from Market street to Arlington
place
*Artificial stone sidewalks
Asphalt street repairs, bituminous pavements .
Austin street, West street to Chestnut street
Beacon street, from Raleigh street to Boston &
Albany Railroad
Bowdoin street, from Topliff street across Geneva
avenue
Bowdoin street, from Mt. Ida road to Topliff
street,
Bowdoin street, from Winter street to Quincy
street
Boynton street, from Call street to South street .
Bradlee street, from School street to Washington
street
Brainlree street, under Everett street bridge
Brighton avenue, from Commonwealth avenue to
Cambridge street
Broadway, south side, from Washington street to
Shawmut avenue
Brookford street, from Blue Hill avenue to Howard
avenue
Call street, from Keyes street across Hall street .
Charles street, from Beacon street to Boylston
street
Charter street, from Jackson avenue to Unity
street
Chelsea street, from Chamber street to Foss street,
Carried forward ...... $48,333 22
* See Maintenance and Reconstructing and Repairing Streets by Contract.
$192
28
478 05
1,364
609
57
67
4,857 48
3,566 73
975
97
5,631
25 ,
6,158
81
14
12
2,267
57
963
57
1,973
76
1,824
55
1,922
76
2,614 16
9,598 73
1,006
01
1,826 01
487 17
322 City Document No. 26.
Brought forward . . .
Columbia road, from Davenport avenue to 85 feet
south of Dudley street
Cook street, from Bunker Hill street to Medford
street
Cordis street, from Warren street to High street,
Dacia street, from Quincy street to Brookford
street
Dartmouth street, from Tremont street to Stuart
street
Dexter street, from Ellery street to Dorchester
avenue ...
Dorchester avenue, from Freeport street to Park
street
Dorchester avenue, from Peabody square to Ash-
mont street .... ...
Dorchester avenue, from Savin Hill avenue to
Freeport street
Dundee street, from Massachusetts avenue to
Dalton street
E street, from West Fourth street to West Sixth
street
East and West Canton street, from Albany street
to Tremont street
East and West Newton street, from Albany street
to Shawmut avenue
East Second street, from K street to 0 street
Ellery street, from Southampton street to Boston
street
Endicolt street, from Hanover street to Lafayette
avenue
Faneuil street, from Market street to Hobart
street
Florida street, from King street to Ashmont street,
Freeport street, from 133 feet east of Dorchester
avenue to New York, New Haven & Hartford
Railroad
Gardner street, from Main street to Sever street .
Glendale street, from Hancock street to Bird street,
Hall street, from South street to Call street .
Harrison avenue, from Kneeland street to Dover
street
Harvard street, from Prescott street to south side
of Harvard street
Haverhill street, from Main street to Perkins
street
* Highland street, from Metropolitan avenue to
Milton line.
Carried forward . . . . . . $138,533 17
* See Metropolitan avenue.
$48,333 22
3,567
40
3,194
73
1,223
26
4,357
95
8 00
870
90
4,078
92
48
2
72
206
91
2,172
98
3,222
70
16,493
87
9,541
16
1,727
65
10
00
7,778 49
10,344
35
2,576
71
728
25
9,955
22
2,602
64
72
154
18
5,379
76
Public Works Department.
Brought forward
Keyes street, from Washington street to South
street
Kingston street, from Sever street to Cambridge
street
Leeds street, from Woodward street to Dorchester
avenue
Magazine street, from Massachusetts avenue to
Eustis street
Marion street, from White street to Bremen
street
Market street, from Washington street to Western
avenue
Maverick square, from Sumner street to Mav-
erick street
McKinley square
Metropolitan avenue, from Beacon street to
Milton line, and Highland street, from Metro-
politan avenue to Milton line ....
* Monadnock street, from Dudley street to Bird
street
Monument avenue, from Warren street to Monu-
ment square
North Russell street, from Cambridge street to
Eaton street
Perkins street, see Haverhill street.
Porter street, from Central square to Chelsea
street
Princeton street, from Lexington street to Tufts
street
St. Stephen street, from Forsyth street to Massa-
chusetts avenue ... ...
School street, north side, near Washington street,
Seaver street, from Blue Hill avenue to Humboldt
avenue
Sharon street, from Harrison avenue to Albany
street
South street, from Jamaica street to Arborway .
Sudbury street, from Court street to Merrimac
street . . . . •
Sumner street, from Lamson street to Orleans
street
Talbot avenue, from Welles avenue to Peabody
square .
Tar concrete sidewalk repairs ....
Walnut avenue, from Townsend street to Cobden
street
Carried forward
* See Maintenance.
;
323
$138,533
17
3,809
09
2,846
75
926 01
1,909
58
9,331
32
86
28
537
19
99
72
4,042
93
7,653
91
2,377
58
209
23
7,459
74
3,190
79
4,195
171
61
12
945
00
1,947
379
87
90
13
00
2,877
49
5,105
20
46
00
1,852
69
$200,521 43
324 City Document No. 26.
Brought forward
Washington street, from Talbot avenue to Ash-
mont street
Washington street, from Haymarket square to
Elm street
Washington street, from Dorchester avenue to
River street
Washington street, from Atherton street to School
street
Washington street, from Archdale road to Ashland
street
Webster street, from Orleans street to Sumner
street ...
West street, from Austin street to West Roxbury
line
West Broadway, from Dorchester avenue to E
street
West Brookline street, from Shawmut avenue to
Warren avenue
West Canton street, see East Canton street.
West Fifth street, from C street to E street
West Second street, from Dorchester avenue to A
street
Winthrop street, from Warren street to Adams
street
Wood avenue, from Oakland street to River
street
Woodrow avenue, from Norfolk street to Blue
Hill avenue .
Total
Charged to Appropriation for Highways, Making of.
Albany street, from Troy street to about 400 feet
northerly
Alger street, from Dorchester avenue to the rail-
road
Archdale road, from Washington street to South
street
Atwill road, from Park street to Richwood street,
Babcock street, from Commonwealth avenue to
Boston & Albany Railroad ....
Baird street, from Blue Hill avenue to Morton
street
Bayswater street, from Austin avenue to Waupello
road
Bellvista road, from Allston street to Brookline
line
Carried forward . $48,586 10
$200,521
43
48
174
51
3,644
53
7,462
26
2,018 00
5,143
70
3,055
45
16
20
1,773
59
3,733
20
5,553
59
2,635
50
4,803
32
8,448
06
$248,983 82
AKING OF
.
$586 33
12
50
25
4,001
00
36
1,091
27
9,799 39
18,945
76
14,124
49
Public Works Department.
Brought forward
Bexley road, from Washington street to Florence
street '.
Boylston street, from Tremont street to Charles
street
Buckminster street, from Commonwealth avenue
to Allston street playground . . • .
Burlington avenue, from Brookline avenue to 500
feet northwesterly
Cameron street, from Hancock street 538 feet
westerly
Castleion street, from South Huntington avenue
to Jamaicaway
Centre street, from South street to Spring street,
* Chelsea street, from Chamber street to Foss
street
Chelsea street, from Foss street to Adams street,
Charles street, from Beacon street to Cambridge
street
Chestnut street, from Brimmer street to Charles
River Embankment
Chestnut Hill avenue, from Commonwealth
avenue to Beacon Park side ....
Clarendon street, from Stuart street to Columbus
avenue
Cliff mont street, from Canterbury street to 1,120
feet southerly
Conley street, from Old Colony parkwaytoTenean
street
Cummington street, from Commonwealth avenue
to Boston & Albany Railroad ....
Cushman road, from Glencoe street to Dustin
street
Deer street, from Melvinside terrace to Roach
street
Dunbar avenue, from Washington street to 482
feet northeasterly
Easton street, from South street to Harvard
street
Elder street, from Columbia road to Humphreys
street
Falkland terrace, from Hobart street to Brooks-
dale road
Faneuil street, from Oakland street to Parsons
street
Farquhar street, from Selwyn street to Centre
street
Carried forward
325
$48,586
10
12,500
21
2
00
7,511
84
13,166
08
4,370
17
79
12,018
93
04
11,828 42
181 00
5,346
85
120
93
431
84
2,755
97
1,320 75
1,867
18
78
00
13
00
7,724
10
9,365
51
38
00
109
06
101
64
33
00
12
00
$139,561
62
* See, also, Special Appropriations and Street Improvements.
326 City Document No. 26.
Brought forward
Faywood avenue, from Orient avenue to Tower
street
Glenville avenue, from Harvard avenue easterly
about 218 feet
Greenview avenue, from Centre street 415 feet
southeasterly
Grosvenor place, from Cliff street southwesterly,
Grove street, from Centre street to Washington
street .
Hallam street, from Dorchester avenue to Auck-
land street
Hamlin street, from East Eighth street to Colum-
bia road
Hampstead road, from Arborway, 992 feet
northwesterly
Harvard street, from Fabyan street to Brookview
street
Havelock street, from Blue Hill avenue to Morton
street
Hill Top street, from Granite avenue to Hallet
street
Holden street, from Columbia road 400 feet
westerly
Holton street, from Everett street to Antwerp
street
1 Hubert street, from Shawmut avenue to West-
minster street
Hunnewell avenue, from Champney street to
Atkins street
2 Hyde Park avenue, from Metropolitan avenue
to River street
Irma street, from Callender street to Woodrow
avenue
Justin road, from Bigelow street to Atkins street,
Kenton road, from Washington street 844 feet
easterly
Levant street, from Geneva avenue to Topliff
street
Lucerne street, from Callender street to Woodrow
avenue ...
Malverna road, from Metropolitan avenue to
Ethel street
Mascot street, from Ballou avenue to Norfolk
street
McCraw street, from Belgrade avenue to railroad,
Carried forward
* See, also, Special Appropriations and Street Improvements.
1 See, also, Reconstructing and Repairing Streets by Contract.
2 See Hyde Park avenue widening.
$139,561
62
13,965
98
92
05
3,985 44
93 60
2,948
15
4,337
89
18
00
15,959
32
2,324
75
87
50
1,600
00
6,970
30
12,146
62
* 2,139
53
33
50
2,008
12
10,345
7,707
97
78
10,289
16
8,424
08
13,815
16
5,822
72
4,504
21
70
00
$269,202 94
Public Works Department. 327
Brought forward ....
Middleton street, from Theodore street to Wild-
wood street
Moraine street, from South Huntington avenue
to Jamaicaway
Mount Ida road, from Robinson street to 125 feet
northerly
Nevada street, from Fairmount street to Wilming-
ton avenue
* Norfolk street, from Corbet street to Blue Hill
avenue
North Beacon street, from Cambridge street to
Market street
Peabody street, from Brookline avenue to Binney
street
Perthshire road and Matchett street, from Bigelow
street to Mat chett street
Pontiac street, from Tremont street to Hillside
street . .
Public Alley 818, from St. Stephen street to
Public Alley 819
Public Alley 819, from Westland avenue to
Batavia street
Public Alley 820, from Huntington avenue to St.
Botolph street
Public Alley 821, from Gainsborough street to
. Public Alley 820 .
Public Alley 909, from Massachusetts avenue to
Hememvay street
Radford lane, from Carruth street to Bushnell st.,
Ralston street, from Dorchester avenue to Old
Colony avenue
Redlands road, from Centre street to Abbott
street
Reservoir road, at northeast corner of Beacon
street
Rockdale street, from Savin Hill avenue to Spring-
dale street
Selwyn street, from Farquhar street to 1,174 feet
northeasterly
Stanhope street, from Stuart street northerly
Stratton street, from Lucerne street across Lyford
street
Stuart street, from Clarendon street to Trinity
place
Stuart street, from Berkeley street to Columbus
avenue
Carried forward
$269,202 94
4,157 14
6,257
22
12,919
401
22
27
25,703
20
20,656
50
2,457
57
13,540
17
44 43
1,769
04
2,161
07
2,472 48
4,943 25
11
178
00
65
172
00
44
94
1,869
69
80
90
18,794
29
58
29
1,037
85
1,164
90
194
29
$390,263 59
* See Norfolk Street Widening.
328 City Document No. 26.
Brought forward
Tebroc street, from Bowdoin street to Levant
street
Ticknor street, from Marine road to Columbia
road
Tovar street, from Bowdoin street to Cameron
street
Tremont street, from Park street to Boylston
street
Victory road, from Neponset avenue to Houghton
street .... ....
Wachusett street, from Walk Hill street to Eldredge
road
Walk Hill street, from Blue Hill avenue to Fottler
road
Wellington Hill street, from Blue Hill avenue
westerly
Wilcock street, from Morton street to Blue Hill
avenue
Wilmington avenue, from Milton avenue to
Nevada street
Wilbur street, from Gushing avenue to Upham
avenue ...
Wollaston terrace, from Wood avenue to Jones
avenue
Waupello road, from Bayswater street to Saratoga
street
York street, from Glenway street to Greenwood
street
Zamora street, from Perkins street to Castleton
street
* Amount due the appropriation for Recon-
structing and Repairing Streets by contract .
Total $44
*See, also, Special Appropriations and Street Improvements.
$390,263 59
2,363
54
4,236
89
1,608 24
6
00
3,221
53
12,844
41
19,995
16
791
10
112
71
949
65
32
17
89 07
7,251
70
5,848
16
57
90
$449,671
82
390
98
$449,280 84
Public Works Department.
329
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330
City Document No. 26.
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.
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1910
1911
1912
1913
1914
1915
1916
1917
1918
328
1,718
6,045
2,199
4,773
947
221
1,779
1,182
465
1,017
557
959
265
1,996
298
2,498
151
100
229
70
983
2,098
1,806
1,221
1,970
4,939
1,987
1,159
162
1,144
5,190
11,627
7,890
2,907
1,520
2,230
2,393
8,225
4,751
1,075
8,044
14,627
9,669
10,296
1,637
6,928
3,378
7,189
684
1,573
6,810
5,806
3,168
2,716
901
4,547
1,968
933
662
641
50
352
407
1,359
672
331
638
524
54
22,687
36,693
30,231
21,325
12,432
20,187
12,581
20,098
8,757
1919
324
4,962
Totals. . .
18,334
9,388
399
17,469
47,808
64,016
28,152
4,387
189,953
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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1911
1,292
520
2,249
490
762
287
125
17
974
364
623
. 465
379
465
175
20
95
1,351
42
166
9S7
596
460
208
103
150
2,230
1,469
716
647
382
501
366
599
95
322
314
86
585
49
40
6,287
3,127
1912
3,796
1913
SO
1,871
1914
2,258
1915
150
1,403
1916 . . .
666
1917 ....
105
790
1918
230
1919 . .
491
2,164
Totals. . .
6,233
4,911
42
316
1,067
1,622
7,327
1,074
21,592
Public Works Department.
331
Recapitulation, 1919.
Districts.
Edgestones.
Linear Feet.
Brick.
Square Yards,
South Boston Paving District, No. 1
East Boston Paving District, No. 2
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
Roxbury Paving District, No. 7
City Proper Paving Districts, Nos. 8 and 10.
324
151
1,144
1,075
1,573
641
54
491
1,351
322
Totals.
4,962
2,164
Loads of Dirt and Street Cleanings Removed from February 1, 1919,
to January 31, 1920.
By Paving Service Force.
Districts.
1 Single.
2 Double.
Cubic
Yards.
South Boston
2,502
384
545
2,003
1,774
2,502
East Boston
37
3 17
1,972
2,033
2,212
458
Charlestown
Brighton
West Roxburv
647
5,947
5,840
Dorchester
4,425
Roxbury
5,658
388
857
843
3,062
5,658
388
South End
Ashmont
839
2,535
North End
843
Hyde Park
636
4,334
Totals
18,016
7,746
33,577
1 Single load, 1 cubic yard,
yards.
Double load, 2 cubic yards. 3 Auto truck load, 6 cubic
332
City Document No. 26.
Loads of Snow Removed from February 1, 1919, to January 31, 1920.
By Paving Service Force.
Districts.
Singled
Double.2
Cubic
Yards.
Cost.4
South Boston .
East Boston . .
Charlestown. .
Brighton
West Roxbury
Dorchester. . . .
Roxbury
South End. . . .
Ashmont
North End. . . .
Hyde Park. . . .
Totals. . . .
2,451
556
1,080
30
102
1,237
758
1,218
480
1,026
250
3 66
170
621
960
8
176
4,902
1,112
2,556
570
2,067
2,474
1,516
2,436
3,840
2,076
1,028
9,188
2,001
24,577
$2,531 63
2,205 74
2,834 75
1,836 50
2,824 73
3,230 68
7,905 77
5.444 28
1.445 09
3,747 40
745 58
,752 15
1 Single load, 2 cubic yards.
2 Double load, 3 cubic yards.
3 Auto truck loads, 6 cubic yards.
4 Includes cost of plowing gutters, cleaning sidewalks and picking ice not carried away.
Snow and Ice Removed by Contract from February 1, 1919, to
January 31, 1920.
Districts.
Number
of
Loads.2
Cubic
Yards.
Cost per
Cubic
Yard.
Total
Cost.
District No. 1
District No. 2
1,636
975
1 2,178
2,219
1,177
2,023
4,536
3,486
2,184
1,998
2,532.5
2,312
6,863
6,214.5
$0 57
74
74
73
78
65
60
1 $2,250 19
1,616 16
District No. 3
1 4,347 96
District No. 4
District No. 5
1,848 73
1,803 36
District No. 6
District No. 7
4,460 96
3,728 70
Totals
14,744
25,590.0
$0 687
$20,056 06
1 Includes cost of engineering, inspection and license to dump snow into tidewater.
2 Loads vary from three (3) to ten (10) cubic yards.
Public Works Department.
333
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334
City Document No. 26.
Street Openings.
Under Classes 1 and 2 of the schedule of permit fees,
permits for openings in public ways were issued as
follows :
To Whom Issued.
Permits.
Length in
Feet.
City of Boston Fire Department
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
Bay State Street Railway Company
Quincy Market Cold Storage and Warehouse Com-
pany
Western Union Telegraph Company
Emergency, Class A
Emergency, Class A, returned as used
Estimated length
25
12
6
199
1,231
1,234
330
113
59
94
2,029
148
1,429
15
21
19
719
347
1,574
834
1,365
7,886
10,417
44,200
142,550
2,895
2,445
4,030
79,300
34,720
205,800
2,225
453
1,740
8,675
Totals.
8,030
551,110
Making a total length of openings of about 104 miles.
Permits for occupation of public ways for purposes
other than openings have been issued as follows:
Advertising by men wearing lettered hat and coats
Cleaning snow from roof .
Driving cattle through streets
Dumping snow in public alleys
Erecting and repairing awnings
Erecting and repairing buildings
Painting or minor repairs
Feeding horses on streets
Moving buildings on streets .
Placing signs flat on buildings
Projecting signs or lamps
Raising or lowering safes or heavy machinery
Emergency permits, Class B .
Annual permits for other than above purposes
Total .
Total for openings in public ways .
Total of all permits issued
8
67
5
9
863
1,104
3,035
267
17
1,061
222
166
263
428
7,515
8,030
15,545
Public Woeks Department.
335
Poles.
Permits have been issued for the placing of 101 poles
in new locations, and for the removal of 75. Seven
hundred and forty-one poles found to be defective and
permits for replacing same were issued.
The income from the issuance of permits amounted
to $14,492.59, divided as follows:
Class No.
1.
2.
3.
4.
5.
6.
7.
9.
10.
11.
12.
13.
14.
15.
16.
17.
19.
Openings ....
Emergency openings
Advertising ....
Cleaning snow from roofs
Driving cattle
Dumping snow
Erecting and repairing awnings
Erecting, altering and repairing
buildings ....
Minor repairs on buildings
Feeding horses
Moving buildings .
Painting signs on fences
Placing flat signs .
Projecting signs, etc.
Raising and lowering goods, etc.,
Loading and unloading goods
Emergency, Class B
Annual permits
5,955 35
594 50
8 00
67 00
25 00
4 50
431 50
Total
5,536
99
1,517
50
267
00
200 00
50
530
50
222
00
166
00
1
00
263
00
702
25
$14,492
59
Ten thousand seven hundred and eighty-two dollars
and seventy-nine cents in cash paid to the City Collector.
Bills for collection of balance, $3,709.80 committed to
the City Collector.
One thousand five hundred and sixty-nine surety
bonds are on file. These include $20,000, $4,000, $3,000,
and $1,000 bonds. There are 127 personal bonds in
addition.
Defects in Sidewalks and Roadways.
Twenty-two thousand seven hundred and ninety
notices were sent to the foremen of the Paving Service,
contractors, public service corporations and others to
make repairs for which they were responsible.
Eighty-four notices were sent to property owners
to make repairs to sidewalks for the maintenance of
which they were responsible. The defects consist of
bulkheads and glass tops of area covers, mostly.
There was a decided falling off of these notices on
account of the " Police Strike," which affected the last
four months.
336
City Document No. 26.
Street Numbering.
Building numbers have been assigned as listed below:
Entire
Streets
Num-
bered.
Entire
Street
Renum-
bered.
Partly
Num-
bered
Streets.
Partly
Renum-
bered
Streets.
Estates
Num-
bered.
Estates
Renum-
bered.
Figures
Issued.
1
38
20
69
38
210
52
135
94
20
1
2
20
45
3
3
109
52
1
1
232
114
1
609
157
357
225
Hyde Park . .
64
Totals .
1
2
676
74
1,919
Plans.
During the year, plans were filed as follows:
To Whom Issued.
Mains. Poles.
1
Tracks.
Conduits.
Miscel-
laneous.
39
20
116
22
5
1
3
Company.
2
25
2
Company.
Company.
2
3
1
1
17
3
1
32
Totals
29
59
2
173
32
Mains, 29; poles, 59; tracks, 2; conduits, 173; mis-
cellaneous, 32 ; total of 295 plans filed this year, making
a total of plans on file of 14,734.
Public Works Department.
337
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City Document No. 26.
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Public Works Department. 463
APPENDIX D.
REPORT OF THE DIVISION ENGINEER OF
THE SEWER AND SANITARY DIVISION.
Boston, February 1, 1920.
To the Commissioner of Public Works:
I submit herewith a statement of the activities,
operations and expenditures of the various services in
the Sewer and Sanitary Division for the year ending
January 31, 1920.
The maintenance expenditures of the Sewer and
Sanitary Division for the year were as follows :
Sewer Service $472,713 49
Sanitary Service . 1,194,581 65
Street Cleaning and Oiling Service . . . 821,006 26
$2,488 301 40
Sewer Service.
The annual appropriation for the construction of
sewers for 1918-19 was increased from $800,000 to
$1,000,000 and 8.67 miles of sanitary sewer and surface
drains were built in the City of Boston. The work of
this service has been chiefly confined to keeping ahead
of the paving program.
In city proper sewers were built in Albany street,
Blackstone street, Friend street, Kneeland street, Mar-
ket street, Merrimac street, Portland street and Rich-
mond street to replace old wooden sewers or old brick,
wood and slate sewers from which we had received
many complaints in the past.
In Charlestown the rebuilding of the sewer in Ruther-
ford avenue, between Dunstable street and Cam-
bridge street, approximately 3,500 feet of sewer rang-
ing from a 20-inch pipe to a 6-foot 6-inch concrete, will
allow a permanent pavement to be placed on this
street and relieve the drainage situation in this district.
464 City Document No. 26.
In Brighton the building of the Faneuil Valley con-
duit, between Parsons street and North Beacon street,
will practically complete this particular brook course.
In the West Roxbury district about 15,000 linear feet
of sewer and surface drains were built in Centre street,
between Spring and South streets, in anticipation of
the widening and paving work.
In the Dorchester district a 3-foot 9-inch circular
concrete surface drain was built in Carson street to
relieve floodings in Crescent avenue and adjoining streets.
In Roxbury the old sewers in Fellows street and
Northampton street were replaced with concrete ones
of sufficient size and at proper depths.
Contracts have been let for new condensers for
Engines Nos. 3 and 4, also for new tar and gravel
roofs over office, machine and engine rooms, and for
constructing new 7-foot by-pass between main pipe
chamber and deposit sewer at the Calf Pasture pumping
station.
At Moon Island the installation of new gates and air
rams at the gate house has been completed.
Principal Works Recommended for Coming Year.
Brighton.
Algonquin road and outlet in private land between
Lake street and Newton line, 2,100 linear feet of sewer
to relieve existing nuisances in this locality.
Babcock street, between Commonwealth avenue and
Boston & Albany Railroad.
Cushman road, between Glencoe and Dustin streets.
Chestnut Hill avenue, between Beacon street and
Commonwealth avenue.
Falkland terrace, between Hobart street and Brooks-
dale road.
Glenville avenue, between Greylock road and Allston
street.
Market street, between Western avenue and Wash-
ington street.
West Roxbury.
Archdale road, between Castleton street and Zamora
street, will be completed early in the coming year.
Green street, between Amory and Call streets, and
Washington street, between Archdale road and Poplar
street, to be built in anticipation of permanent paving.
Public Works Department. 465
One more section of Stony brook should be com-
pleted during 1920.
South street, between summit 700 feet northeast of
Washington street and outlet in Lesher street, private
land and Archdale road to Stony brook, should be
completed to relieve frequent floodings in this locality.
City Proper.
Sewerage work should be built in Chatham street,
Oswego street and Unity court.
Roxbury.
A start should be made on the rebuilding of Muddy
river conduit in Brookline avenue, between Beacon
street and Audubon road, as this conduit is in dangerous
condition.
Calf Pasture Pumping Station.
A new roof should be built over the old coal pocket,
also a new cage for the west shaft, and an expert inspec-
tion and examination made of the existing boiler plant
and pumping equipment.
Moon Island.
The old hydraulic turbine has become unfit for use
and a new one should be installed, together with new
gates for controlling the water to and from the same.
A new reinforced concrete floor should be laid the
entire length of the gate house, and a new retaining
wall should be built around the east shaft to replace
the old one, which has become practically demolished.
Sanitary Service.
During the past year in the contract districts, namely,
Dorchester, Hyde Park, West Roxbury, Brighton and
East Boston, the substitution of the per cubic yard
payment for collection rather than the old method of
lump sum basis was given a fair trial and gave satis-
factory results.
The collection of garbage, ashes and rubbish by
contract is, however, subject to serious complaint
because of the fact that we feel obliged to award the
contract to the lowest bidder, and in three particular
instances during the past year the contractor failed
466 City Document No. 26.
to live up to the contract obligations. This neces-
sitated the city hiring outside equipment and employ-
ing city forces, and although not a money-losing propo-
sition for the city, has resulted in the neglect of other
activities of the department when city forces were
used. The garbage, ash and rubbish collection service
should, if possible, be gradually taken over and oper-
ated by municipal forces.
Street Cleaning and Oiling Service.
Street cleaning work as performed in the various sec-
tions of the City of Boston is intended to cover all
paved streets, but with the increased area of smooth
pavements and the demand by the public that these
streets be regularly cleaned, I find that the present force
in this service is not adequate to keep up with the
paving program. I would, therefore, renew my recom-
mendation that the forces be increased and street
cleaning activities be extended to Brighton and West
Roxbury during the coming year. During the past year
a motor-driven pick-up sweeper was purchased and has
given excellent results.
The co-operation of the public to prevent unnecessary
Uttering of the streets is of great importance, as the
disregard of laws and ordinances prohibiting such
Uttering seems to be typical of Boston.
The carelessness with which contractors allow different
materials used in building construction to be scattered
about the streets, and th,e overloading of vehicles carry-
ing excavated material should be eUminated by the
enforcement of the ordinances.
The oiling of our water-bound macadam streets
with the heavy asphaltic oils caUs for an additional
appropriation for sanding, as these heavy oils do not
give the best results without sanding.
Yours respectfully,
E. F. Murphy,
Division Engineer,
Sewer and Sanitary Division.
Public Works Department. 467
SEWER SERVICE.
The work of the service is carried on under chapters
28 and 40, Revised Ordinances of 1914, and the follow-
ing 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 74, Special Acts of 1918.
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 sew-
erage works.
Total number of employees on pay roll January
31, 1919 319
Total number of employees on pay roll January
31, 1920 359
Total amount of weekly pay roll January 31,
1919 ... $7,370 70
Total amount of weekly pay roll January 31,
1920 $9,341 09
Total amount of monthly pay rolls January 31,
1919 $933 32
Total amount of monthly pay rolls January 31,
1920 $641 66
Total amount of monthly pension roll January 31,
1919:
Veterans . • $544 63
Laborers $757 16
468 City Document No. 26.
Total amount of monthly pension roll January 31,
1920:
Veterans $510 88
Laborers $708 16
Average weekly pay roll, including monthly roll
and exclusive of pension roll for fiscal year,
charged as follows:
Maintenance . * $4,876 13
Sewerage works $3,964 41
Average number of men employed . . 348
Number of men on pension roll January 31, 1919:
Veterans 12
Laborers .... .... 25
Number of men on pension roll January 31, 1920:
Veterans 11
Laborers 24
Average number of horses maintained by the
service during the year 27
Rate of wages paid to common laborers . . $3 00
(From June 1, 1919) $3 50
* Includes amount charged to Paving Service $58 75
Includes amount charged to Sanitary Service 1,396 08
Includes amount charged to Water Service 176 00
Public Works Department.
469
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470
City Document No. 26.
MAINTENANCE EXPENDITURES, FEBRUARY 1, 1919,
TO JANUARY 31, 1920.
Sewer Service.
Improved Sewerage
Pumping Station, Calf Pasture, inside
Pumping Station, Calf Pasture, outside
Pumping Station, Calf Pasture, engines
Pumping Station, Calf Pasture, boilers
Pumping Station, Union Park street
Pumping Station, Summer street
Pumping Station, Hyde Park
Moon Island
Main and intercepting sewers .
,512 91
25,901 75
45,483 44
24,844 81
6,150 17
1,385 72
886 30
Stony Brook.
Maintenance
Miscellaneous Maintenance Charges.
Cleaning catch-basins
Yards and lockers
Employed at yards
Horses, carts, harnesses, etc $17,056 60
Teaming 15,183 41
Less amount earned by service teams
$32,240
28,990
01
36
Automobiles
Cleaning sewers ....
Office salaries ....
Office expenses ....
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
ReDairing sewers, East Boston .
Repairing sewers, Charlestown .
Repairing sewers, Brighton
Repairing sewers, West Roxbury
Repairing sewers, Dorchester
Repairing sewers, Hyde Park
Repairing sewers, Roxbury .
Repairing sewers, city proper
$463
2,577
4.209
871
473
1,894
4,657
155
1,395
2,871
562
632
824
336
1,180
2,941
106
705
3,012
51
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14
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16,380 60
14,027 83
$244,573 53
2,078 49
72,381 83
757 08
19,994 75
3,249 65
9,440 09
31,212 68
16,534 50
2,330 52
29,869 88
Carried forward $432,423 00
Public Works Department.
471
Brought forward $432,423 00
Pension roll (veterans) 6,047 57
Pension roll (laborers) 8,814 62
Annuities 651 00
Fuel and oil - . . 2,244 56
Hardware, tools, etc 2,381 32
Engines and boilers 210 52
Sundries and miscellaneous charges 14,963 22
Telephones 299 07
House connections 7,728 50
Rubber goods 611 61
Gatehouses, Fenway 1,881 71
Stock 4,861 76
$483,118 46
Credit.
Stock transferred and used on construction . $8,876 84
Fuel and oil transferred and used on con-
struction 1,163 60
Hardware, tools, etc., transferred and used on
construction 183 53
Engines and boilers transferred and used on
construction 181 00
10,404 97
$472,713 49
Charges to Various Parties for Property Sold, for Work Done and Materials
Furnished.
James J. Logan
Plakias Dairy Lunch Company
William J. Barry
Harry Pollock
Beaufort Garage
Howard Theater
P. A. Foley .
Sanford Bates
Hotel Thorndike
John F. Lynch
Sullivan & Noonan
J. Hughes
John White .
Coffin & Tabor
Mrs. Pittoria Paviollos
Postal Telegraph and Cable Company
Boston Elevated Railway Company
Margaret L. Denehy
E. Fillebrown
J. J. Casey
Mrs. Joseph Cohn
Albert J. Lally
Frederick W. Mansfield
A. I. Russell .
N. Ward Company
Mr. Eowe
T. G. Buckley
J. T. Kelley .
J. T. Kelley .
Coleman Brothers
Carried forward
$8 75
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75
5
32
15 0
5
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18
00
$927 25
$927 26
6
50
432
34
3
38
1
50
3
36
10
L3
6
75
1
50
13
70
529 95
10 00
$1,946
37
472 City Document No. 26.
Brought forward
Mr. Crowley
Edison Eectric Telegraph Company
Longwood Garage, Inc
C. B. Warren . -
Pearl L. Kelley
J. J. Burke
D. M. Atwood
John H. Sheerin
Rowen Brothers
T. J. Dawson
P. J. Doyle
Amounts Collected by City Collector for Sewer Service, February 1, 1919, to
January 31, 1920.
James J. Logan
Plakias Dairy Lunch
Harry Pollock
Beaufort Garage
Howard Theater
P. A. Foley
Sanford Bates
T. J. Dawson
P. J. Doyle
Hotel Thorndike
Metropolitan Water and Sewerage Board
Coffin & Tabor
Mrs. Pittoria Paviollos
J. Hughes
J. White
Sullivan & Noonan
Margaret Denehy
Postal Telegraph Company
E. Fillebrown
J. J. Casey .
J. Cohn
A. J. Lally
F. W. Mansfield
A. I. Russell
Boston Elevated Railway Company
T. G. Buckley
Mr. Rowe
J. T. Kelly
J. T. Kelly
Mr. Crowley
Longwood Garage, Inc
C. B. Warren
Pearl L. Kelly
J. J. Burke
D. M. Atwood
J. J. Sheerin
Rowen Brothers
$8 75
8
75
15
00
3
00
7
50
11
00
30
00
529
95
10
00
3
00
5,869
36
2
50
8
00
6
75
6
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13
50
15
00
8
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10
00
6
05
5
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8
50
171
22
5
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6
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15
oo
5
25
6
50
3
38
1
50
3
36
10
11]
6
75
1
50
13
70
$6,849 26
Public Works Department.
473
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477
Recapitulation. — Maintenance Detail, 1919=20.
Improved
Sewerage.
Outside
Improved
Sewerage.
Totals.
Labor
Contracts
Teaming, hired and city .
Waste
Fuel
Oil.
Packing
Valves
Transportation, etc
Horses, etc
Towing
Pipe fittings and miscellaneous . . .
Telephone
Automobiles, repairs and supplies .
Stock and miscellaneous supplies. .
Credits.
Outside Improved Sewerage.
Miscellaneous $12,822 36
Labor 17,696 13
Stock 8,876 84
$123,415 99
2,465 15
3,637 01
642 29
78,408 35
3,212 35
620 12
1,144 62
895 87
1,611 66
1,050 00
26,571 02
899 10
$244,573 53
$244,573 53
$150,203 73
60,942 29
14,122 76'
26 25
851 23
1,393 33
608 46
9,831 85
299 07
4,889 09
24,367 23
$267,535 29
39,395 33
$228,139 96
$273,619 72
63,407 44
17,759 77
668 54
79,259 58
4,605 68
620 12
1,144 62
1,504 33
11,443 51
1,050 00
26,571 02
299 07
5,788 19
24,367 23
$512,108 82
39,395 33
$472,714 49
Waste.
3,769 pounds at 14ic. to 19c. . . $642 29
Coal.
9,926J2ig tons bituminous $77,585 09
69jooij tons anthracite 823 26
$78,408 35
Towing.
New England Fuel and Trans-
portation Company $1,050 00
Packing.
43f pounds at 85c. to $1.72 $620 12
Oil.
3,873 5 gallons engine at. . . .39.6c. to 48.6c.
1,381 gallons cylinder at.. .63e.
24S.5 gallons turbine at. . .45c. to 48.6c.
151 gallons sperm at. . . .$1.85 to $2.27.
27 gallons lard oil at. . . $1 .60 to $2.25.
25 gallons air compressor
at 50c.
5 gallons slushing at . . . .47c.
550 gallons kerosene at.. .115c. to 16c.
1,183.5 gallons ga.-oleneat. . .245c.
60.23 gallons automobile
at 48c.
3,033 pounds grease at 14c. to 17c.
478
City Document No. 26.
Coal at Pumping Station, Calf Pasture.
Date.
Contractor.
Tons.
Paid in 1919-20.
Per Ton.
Total.
1919.
Feb. 5 . .
Feb. 5..
Feb. 5..
Feb. 8..
Feb. 8. .
Feb. 8. .
Mar. 17..,
Mar. 17...
Mar. 14. . .
April 5 . . .
Mar. 9 . . .
June 21 . . .
Sept. 8. . .
Aug. 21 . . .
Oct. 30...
Dec. 11...
Feb. 14...
Sept. 2...
East Boston Coal Company
Coastwise Coal Company Lightering. .
John Donahue. Stevedoring
East Boston Coal Company
Coastwise Coal Company Lightering. .
John Donahue. Stevedoring
Coastwise Coal Company
John Donahue. Stevedoring
New England Coal and Coke Company,
John Donahue. Stevedoring
New England Coal and Coke Company,
Penalty
New England Coal and Coke Company,
Penalty
New England Coal and Coke Company,
Penalty
New England Coal and Coke Company,
Penalty
New England Coal and Coke Company,
Penalty
New England Coal and Coke Company,
Penalty
C. H. Sprague & Son. Lightering
John Donahue. Stevedoring
Totals .
461,
430-Mn
981
936
1,882 1 m
875,%%
1, 020*1 1§
965
932
1,443
9,926^jg
/ $8 25
[ * 06
8 25
* 06
6 50
* 06
6 65
* 06
7 91
545 55
7 91
140 07
7 91
345 98
7 91
63 69
7 91
605 80
7 91
678 21
$3,831 02
345 75
345 75
3,573 44
322 50
322 50
6,435 36
735 75
6,280 56
702 00
1 14,345 20
1 6,784 64
7,726 92
7,569 46
6,766 32
f
I 10,735 92
t 450 00
t 312 00
$77,585 09
* Weighing.
1-1918 bill.
Public Woeks Department.
479
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Public Works Department. 481
SEWERAGE WORKS LOAN EXPENDITURES
FOR 1919 AND 1920.
South Boston.
Strandway and Old Harbor improvement . . $95 00
Kemp street overflow 50 00
Alger street, from Dorchester avenue to about
540 feet westerly 105 70
$250 70
East Boston.
Saratoga street, from Trumbull street to a point
220 feet easterly . $352 16
Bavswater street, from Austin avenue to Wau-
pello road 2,546 30
$2,898 46
Built 702.20 linear feet, 4 manholes, 5 catch-
basins.
Charlestown.
Princeton street, from Tufts street to Lexington
street
Bunker Hill street, from Tufts street to west line
of Sprague street
Rutherford avenue, from Chapman street to
Cambridge street . .
Corey street, from Moulton street to a point 170
feet northerly
Built 1,877.25 linear feet, 15 manholes.
Brighton.
Washington street, from Tip Top street to Mar-
ket street ... ... $10,031 92
Shepard brook, easterly branch in Arden street, ^
Adams street, Alcott street, Coolidge road, ! 113 25
Haskell street, Hooker street and Mansfield j
street J
$354 13
1,436 08
49,964 24
918 44
$52,672 89
Carried forward $10,145 17
482
City Document No. 26.
Brought forward
Cambridge street, from Mayflower street to
Royal road
Hichborn street, from Arthur street to 80 feet
easterly
Perthshire road, from 175 feet east of Matchett
street to about 84 feet easterly
Gerrish street, from Brooks street to 662 feet
northwesterly
Faneuil Valley brook in private land from Par-
sons street to North Beacon street, and Con-
verse street from Parsons street to end of
street
Private land, from Allston Heights to Webster
street
Gardner street, from Babcock street to outlet
485 feet westerly
Perle street, at Washington street
Wade street, from Commonwealth avenue to a
point 650 feet southwesterly ....
Built 4,334.82 linear feet, 29 manholes, 4 catch-
basins
West Roxbtjry.
Richwood street, Centre street, Willow street
and private land
Arboretum road, from Washington street .to ^
New York, New Haven & Hartford Railroad !
Lanesville terrace, from Arboretum road to f
Stony brook J
Washington street, from New York, New Haven
& Hartford Railroad to Stony brook
Catherine street, from Florence street to Meyer ^
street
Meyer street, from Catherine street to Board
of Survey street No. 2489 ....
La Grange street, from 189 feet northwest of
Sturges road to Sturges road
Green street, from Washington street to Brook- ")
side avenue I
Union avenue, from Green street to 200 feet [
southwesterly J
Archdale road, from Washington street to')
South street
South street, from Archdale road to Lesher
street
$10,145 17
216
12
60
00
1,765
10
4,111
45
24,403
56
1,325
80
3,560 79
26 40
35
90
$45,650 29
Carried forward
$3,045 23
2,274
75
558
97
2,491
57
2,769
62
11,068
23
4,895
34
$27,103 71
Public Works Department.
Brought forward
Claxton street, from Washington street to Stony-
brook
Belgrade avenue, from Anawan avenue to ")
Centre street I
Beech street, from West Roxbury Parkway to f
Belgrade avenue .... .J
Centre street, from South street to Spring street,
Parental School Grounds
Billings street, from Spring street to Hamilton
street
Hampstead road, from Arborway to end of
street
Greenview avenue and Warren square, from
Centre street to Green street ....
Green street, from Amory street to Washington
street
Wachusett street, from Eldridge road to Walk
Hill street ... ....
Delford street, from Archdale road to a point
260 feet southwesterly
Redlands road, from Centre street to Abbott
street
Westover street and private land, from Adding-
ton road to Weld street ...
Washington street, from Morton street to Tower
street
Brown avenue, from Blakemore street to Gard-
ner street
Stony brook conduit, Section 10
Built 27,827.55 linear feet, 241 manholes, 86
catch-basins.
Dorchester.
Baird street and outlet in Morton street to Blue
Hill avenue
Itasca street, from 75 feet southwest of Almont
street to Mattapan street
Rockingham road, from Oakland street to Ran-
dolph road
Dorchester avenue, from Savin Hill avenue to
Rawson street
East Cottage street, from Pond street to Colum-
bia road
Harvard street, from Brookview street 120 feet
northerly
Carried forward . $5,528 11
483
$27,103 71
1,699 72
10,561 06
63,696 67
1,973 94
4,470 31
4,471 98
3,384 95
5,270 28
4,010 24
905 99
5,204 41
8,039 47
2,219 83
1,672 10
289 20
$144,973 86
$222 96
169
39
1,279
59
696 41
3,127
36
32
40
484 City Document No. 26.
Brought forward
Ruxton road, from Rugby road to 311 feet north-
westerly
Freeport street, from Hewins street to 160 feet
southwest of Victory road
Cameron street, from Hancock street to Downer
court .... ....
Dorchester avenue, across at Thornley street
Deer street, from Melvinside terrace .
Harvard street, from Brookview street to Fabyan
street
Levant street, from Geneva avenue to Topliff ^
street {
Tebroc street, from Levant street to Bowdoin [
street J
Mt. Ida road, from Robinson street to Homes
avenue
Geneva avenue, from Levant street to Bowdoin
street
Elton street, from Auckland street to Dorches-
ter avenue
Tileston place, from Dorchester interceptor to
Houghton street
Fairview street, from Frost avenue to Train street,
Canterbury branch of Stony brook
Bowdoin street, from Geneva avenue to Cottage
park
Ridge road, from Oakland street to Randolph
street and 430 feet southerly ....
Catch-basins and minor drains in Dorchester
and city proper
Carson street, from Crescent avenue to 337 feet
northeasterly .......
Tenean street and private land 250 feet north of
Fulton street
Wilcox street, from Morton street to Blue Hill
avenue
Oak avenue, 506 feet from Adams street to 100 .
feet westerly I 568 59
Colorado street, from Almont street to 160 feetf
northeasterly '
Havelock street, from Morton street to Blue
Hill avenue
Wilbur street, from Cushing avenue to Upham
avenue
Rockdale street, from Springdale street to Savin
Hill avenue
Built 9,664.09 linear feet, 61 manholes, 97 catch-
basins.
$5,528
11
3,577
90
437
82
2,367 40
4,940 46
3,909
77
3,721
35
4,238
76
2,783
06
224
40
4,001
09
437
60
1,955
35
500
00
3,195
54
5,840
79
11,640
62
6,954 49
646
50
3,881
92
42
75
230
00
296
10
$71,920 37
Public Works Department. 485
Hyde Park.
Damrell avenue and Nelson street . . . $329 08
Prospect street, from Fairmount avenue to 732 "|
feet northeasterly „„„ pS
Fairmount avenue, from 110 feet northeast of j
Prospect avenue to Prospect street . J
Hyde Park avenue, from Metropolitan avenue to
River street 494 78
Hyde Park avenue, from 25 feet southwest of
New Allen street to 205 feet southwest, and in
the Neponset river reservation .... 5,937 69
Bradlee street, from 240 feet north of Collins ")
street to Thatcher street ....
Thatcher street, from Bradlee street to Metro- 1 ,q„ 7f)
politan avenue f
Huntington avenue, from Thatcher street to |
Safford street J
$7,585 23
Built 390.43 linear feet, 3 manholes, 2 catch-
basins.
Roxbury.
Moreland street, from Dennis street to Brook
avenue $474 46
Pontiac street, from Cherokee street to Hillside
street ... 113 26
Connolly street, from Fellows street to Harrison
terrace 483 70
Hulbert street, from Ray street to 200 feet east, 65 04
Public Alley No. 818, from St: Stephen street to
700 feet west . .... 5,909 90
Northampton street, from Fellows street to 95 )
feet south of Harrison avenue . . I * 99 9«q 04.
Fellows street, from Northampton street to j
Orange court J
Tremont street at Columbus avenue, and catch-
basins and manholes in city proper, Roxbury
and South Boston . . . . . . 13,080 14
Public Alley No. 450, from Dalton street to Pub-
^ He Alley No. 451 10,122 47
South Huntington avenue, from Bynner street
to Evergreen street 2,557 09
Bickerstaff street, from Norway street to 100
feet northerly . . . . . . 1,238 60
$56,327 70
Built 4,551.40 linear feet, 25 manholes, 77 catch-
basins.
486
City Document No. 26.
City Proper.
Randolph street, from Harrison avenue to 190
feet easterly
Causeway street, from Beverly street to Leverett
street
Leverett street, from Charles street to Green
street . . .
Portland street, from Merrimac street to Sud-
bury street
Atlantic avenue, from Kneeland street to']
Commercial street
Commercial street, from Atlantic avenue to ,
Prince street . . ... J
Catch-basins, manholes and drains
Maple place, from Harrison avenue to 180 feet
northwest
Portland street from Traverse street to Merri-
mac street
Merrimac street, from Market street to Port-
land street
Traverse street, from Portland street to Merri-
mac street
Charles street, from Beacon street to Cambridge
street . .
Blackstone street, from Haymarket square to
Clinton street
North street, from Harris street to Hanover
avenue
Richmond street, from Commercial street to
Hanover street
Otis place, east from Otis place to Brimmer
' street
Clarendon street, from Stuart street to 250 ")
feet southeast
Buckingham street, from Columbus avenue to
167 feet west and south ....
Trinity place, from Stuart street to Stanhope
street
Stanhope street, from Berkeley street to
Trinity place
Stuart street, from Trinity place to Clarendon
street
Kneeland street, from Atlantic avenue to Wash-
ington street
Beverly street, at Traverse street
Albany street, from Troy street to Oswego
street
$265 56
610 63
795 74
625 89
528 13
3,201 39
627 91
11,048 64
30,564 06
45,943 37
3,470 22
12,685 74
353 83
36,967 27
37,150 68
1,817 41
13,827 75
Carried forward
$200,484 22
Public Woeks Department.
Brought forward
Friend street, from Merrimac street to Dock "|
square !
Market street, from Canal street to Portland j
street J
Catch-basins and manholes in various streets
Catch-basins and minor drains in Boston .
Oswego street, from Albany street to Harrison
avenue
Buckingham street, from Clarendon street to 25
feet west
Built 12,243.19 linear feet, 93 manholes, 54 catch-basins.
487
$200,484
22
13,241
18
6
2,625
75
94
245
00
299
40
$216,902 49
Sewerage Works Loan, 1919-20.
Engineers' salaries, general
Amount charged to construction of sewers
. $109,042 80
20,727 00
$129,769 80
Engineers' Expense.
Labor
Teaming .
Borings .
Transportation
Photographs
Supplies, etc. .
$2,557 45
798 40
1,931 78
2,522 99
464 20
3,700 87
$11,975 69
Pumping Station and Moon Island C
ONSTRUCTION.
Advertising
Labor
Contracts
$72 85
1,813 44
22,384 75
$24,271 04
Sundries.
Labor
Teaming
Restoring street surface, Back street .
$3,333 44
167 95
1,837 17
Credit.
$5,338 56
Stock transferred and used on construction
6,129 20
Net credit
$790 64
488 City Document No. 26.
Court Executions and Awards on Account of Land-
takings, etc.
Annie M. Dolan, Washington street, West
Roxbury . $199 59
T. J. Morrissey, Washington street, West Rox-
bury 124 59
Mary E. Keefe, Washington street, West
Roxbury 84 59
Highland Ice Company, Gardner street, West
Roxbury 200 00
Abbie M. Sullivan, Temple street, West Rox-
bury 100 00
M. Meehan, Canterbury Branch Stony Brook
(award on contract) 3,500 00
John J. Falvey, Kemp street outlet (award on
contract.) .' 750 00
$4,958 77
Public Works Department.
489
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Public Works Department.
501
SEPARATE SYSTEMS OF DRAINAGE EXPENDI-
TURES FOR 1919 AND 1920.
West Roxburt.
Hyde Park avenue, private land and Washing-
ton street . $1,262 10
Cost of Maintaining all Horses in the Sewer Service from
February 1, 1919, to January 31, 1920.
Items.
Total Cost.
27 Horses.
Average Cost
per day.
Labor ,
Hay and grain
Shoeing
Veterinary service, medicine and clipping
Stable goods
Totals
$10,811 95
8,724 80
1,140 13
250 33
113 04
$1 097
885
115
025
011
521,040 25
$2 133
Summary of Sewer Construction for Twelve Months Ended
January 31, 1920.
Districts.
Built bv the
City by
Contract or
Day Labor.
Built by
Private
Parties.
Total Length Built.
City proper. . .
Roxbury
South Boston .
East Boston. .
Charlestown. .
Brighton
West Roxbury
Dorchester. . .
Hyde Park . . .
Totals .
Linear Feet.
12,684.31
2,025.39
Linear Feet.
152.30
Linear Feet.
12,836.61
2,025.39
621.20
1,877.25
4,296.82
27,043.55
7,903.35
653.17
57,105.04
234.90
387.20
621.20
1,877.25
4,296.82
27,043.55
8,138.25
653.17
57,492.24
Miles.
2.431
0.384
0.118
0.356
0.814
5.122
1.541
0.124
10.890
502
City Document No. 26.
Net Increase in Length of Sewers Between February 1, 1919, and
January 31, 1920.
Districts.
Length of
Sewers Built
During the
Twelve
Months
Ended
January 31,
1920.
Length of
Sewers Re-
built or
Abandoned
Duringthe
Twelve
Months
Ended
January 31,
1920.
Net Increase for the
Twelve Months Ended
January 31, 1920.
City proper. . . .
Roxbury
South Boston. .
East Boston . . .
Charlestown. . .
Brighton
West Roxbury .
Dorchester. . . .
Hyde Park
Linear Feet.
12,836.61
2,025.39
Linear Feet.
7,331.33
1,496.00
621.20
1,877.25
4,296.82
27,043.55
8,138.25
653.17
7SS.20
235.00
Linear Feet.
5,505.28
529.39
621.20
4.296.S2
26,255.35
7,903.25
653.17
Miles.
1.042
0.100
0.118
0.814
4.972
1.497
0.124
Totals.
57,492.24
11,727.78
45,764.46
S.667
Total Lengths of Sewers.
Common sewers and surface drains previous to January 31, 1919
Net increase of common sewers and surface drains between February 1,
1919, and January 31, 1920
Total common sewers and surface drains to January 31, 1920
Intercepting sewers connecting with Metropolitan system to Januarv 31,
1920
Boston main drainage intercepting sewers to January 31, 1920
Miles.
930.31
8.67
938.98
*6.81
* 24.12
Grand total of common and intercepting sewers to January 31, 1920.
969.91
Total mileage of streets containing sewerage works .
577.00
* No additions during 1919.
Summary of Sewer Construction for Five Years Previous to
February 1, 1920.
1915.
1916.
1917.
1918.
1919.
Built by the city by contract
Linear
Feet.
123,717.66
19,009.86
Linear
Feet.
91,421.56
11,113.54
Linear
Feet.
80,828.46
4,155.90
Linear
Feet.
31,764.84
5,406.00
Linear
Feet.
57,105.04
387.20
Totals
142,727.52
102,535.10
84,984.36
37,170.84
57,492.24
Public Works Department. 503
Equipment of Pumping Stations.
Calf Pasture Pumping Station.
One vertical beam and fly-wheel, triple expansion
engine of the Leavitt type; cylinders 18| inches, 33
inches and 52f inches in diameter; two single-acting
pump plungers, each 60 inches 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 and 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 turbine driven centrifugal pumps of the
DeLaval type, with a capacity of 56,000,000 gallons
each in twenty-four hours with 40-foot lift.
Total horse power pumping engines, 2,050.
Total horse power station, including auxiliaries,
2,200.
Summer Street Pumping Station {Automatic).
Two submerged centrifugal pumps of the single stage
single bottom suction vertical type. Capacity of each
pump, 3,000 gallons per minute against 13-foot static
head when running 675 revolutions per minute.
Motor for each pump is a 20-brake horse power, 220
volts, 60-cycle, 3-phase vertical constant speed induc-
tion motor of the squirrel cage type.
Union Park Street Pumping Station (Automatic).
One 24-inch vertical submerged centrifugal pump,
capacity 15,000 gallons per minute against static head
of 13^ feet when running 233 revolutions per minute.
Three 36-inch vertical submerged centrifugal pumps,
capacity of each 30,000 gallons per minute against a
static head of 13| feet when running 194 revolutions per
minute.
Motor for 24-inch pump is one 75-brake horse power,
constant speed, squirrel cage, 3-phase alternating cur-
rent induction motor; synchronous speed of 240 revo-
lutions per minute, full load speed of 233 revolutions
per minute, with alternating 3-phase, 60-cycle current
at 440 volts.
504
City Document No. 26.
Motors for the three 36-inch pumps are each 150-
brake horse power, with synchronous speed of 200 revo-
lutions per minute, full load speed of 194 revolutions per
minute; same description of motor and of current as
for the 75-brake horse power motor.
Hyde Park Pumping Station (Automatic).
One 3-B Priestman ejector, capacity 100 gallons per
minute against a static head of 12| feet, with two gates,
one inlet flap valve, one outlet check valve and one
operating valve.
One Worthington 1\ horse power motor.
Cost of Pumping.
Average cost per million foot-gallons for pumping;
volume (38,137.94 million gallons) by (= times) lift
(40 feet) =1,525,517.60 million foot-gallons for the
year.
Labor cost included in total is based upon the fol-
lowing force of forty-eight men:
One superintendent, one clerk, one storekeeper,
one electrician, one carpenter, one blacksmith, two
machinists, four laborers and four "engineers' watches,"
each including nine men.
Cost of city water included.
Items.
Cost.
Cost per
Million Foot-
Gallons.
$64,355 77
78,800 79
3,072 93
2,088 57
21,968 05
$0 04218
Coal
0 05165
0 00201
0 00137
0 01440
Totals
$170,286 11
$0 11161
$7,260 00
$0 00476
Public Woeks Department.
505
Table of Approximate Quantities, Lifts and Duties at Calf Pasture Pumping
Station.
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.
1919.
2,957,187,394
3,562,342,500
3,057,017,972
3,540,244,209
3,079,470,143
3,228,663,326
3,110,663,661
3,249,238,647
2,963,950,879
3,123,004,841
3,176,828,713
3,089,324,499
105,613,835
114,914,274
101,900,599
114,201,426
102,649,005
104,150,430
100,343,989
108,307,955
95,611,319
104,100,161
102,478,346
99,655,629
84,195,930
91,006,229
89,036,617
83,589,566
83,048,217
73,791,377
76,287,125
78,230,506
71,293,161
80,262,066
90,230,106
88,837,920
136,579,018
171,702,886
164,828,622
177,484,349
124,275,996
150,529,084
174,443,595
172,961,014
120,534,726
177,452,458
117,863,493
109,096,474
39.3
39.3
39.6
40.2
40.2
39.6
40.2
40.3
40.3
40.3
40.3
40.3
67,800,000
70,100,000
72,100,000
77,600,000
68,700,000
July
69,600,000
September
October
November
1920.
75,600,000
75,300,000
73,700,000
74,200,000
78,900,000
77,900,000
Totals
Averages
38,137,936,784
104,487,498
1,253,926,968
104,493,899
989,808,820
82,484,068
1,797,751,715
149,812,643
479.9
40
881,500,000
73,400,000
Amount of Sludge Received and Removed from Deposit Sewers
from February 1, 1919, to January 31, 1920, Inclusive.
Cubic Yards.
4,199
1,772
5,971
4,793
1,178
506
City Document No. 26.
Amount of Refuse Removed from Gatehouse from February 1,
1919, to January 31, 1920, Inclusive.
Month.
Amount Removed.
1919.
March. . . . ,
May
239 cheeses, or 26 tons, 1297 pounds.
208 cheeses, or 23 tons, 384 pounds.
1920.
Totals
2,932 cheeses, or 326 tons, 1,836 pounds.
Note. — Average 223 pounds to a cheese. Coal used 40 tons, 1,150 pounds.
Public Woeks Depaktment.
507
SANITARY SERVICE.
Financial Statement.
$1,145,449 36
Appropriation, maintenance
Transfers to:
From Street Cleaning and Oil-
ing Service .... $32,113 94
From Paving Service . . 20,000 00
52,113 94
Expended during the year
Unexpended balance transferred to city treasury
$1,197,563 30
1,194,581 65
$2,981 65
Income.
Statement showing amount of cash and bills deposited
with the City Collector from February 1, 1919, to
January 31, 1920, and credited to general revenue.
Tickets and bills for the removal of ashes and waste
Sale of manure
Removal of dead horses
Labor and materials .
Horse killed .
Tickets redeemed
Total .
5,073 60
763 54
139 00
293 44
200 00
27 60
1,497 18
Amount Paid into the City Treasuey During the
Year.
$82,236 52
813 13
109 00
4 07
76 50
211 54
200 00
27 60
Removal of ashes and waste
Sale of manure
Removal of dead horses
Removal of ashes
Board of horses .
Labor and materials
Horse killed .
Tickets redeemed
Total $83,678 36
Total Cost of House Dirt, Waste, Rubbish and House Offal, 1919.
Salaries of division engineer, supervisor and
medical inspector
Office supplies and expenses, printing, stationery,
etc.
Carried forward
$5,306 30
3,107 13
$8,413 43
508 City Document No. 26.
Brought forward $8,413 43
Ashes, waste and rubbish account . . . 780,227 47
House offal account 322,658 62
Annuities . . . . . . $300 00
Retired veterans' pension . . 3,055 80
Retired laborers' pension . . 15,673 32
19,029 12
$1,130,328 64
Construction Repairs and Horseshoeing
Account.
Expended for labor , . . $71,123 68
Expended for stock . • , . 16,911 58
88,035 26
$1,218,363 90
Work Done for Other Services.
Paving Service .... $6,876 19
Sewer Service 1,619 60
Street Cleaning Service . . . 13,566 28
Water Service ... . . 1,720 18
23,782 25
.,194,581 65
Public Works Department.
509
Items of Expenditure for the Year 1919=20.
Salary, division engineer (in part)
Salary, medical inspector (in part)
Salary, chief veterinary (in part)
Salary, supervisor (in part)
Salaries, yard clerks
Salaries, foremen
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 at stables and yards
Hired teams on ashes '
Hired teams on offal
Contractor on ashes, East Boston, Brighton, West Roxbury and Dorchester
Contractor on offal, East Boston, Brighton, West Roxbury and Dorchester.
Holidays, pay allowed
Vacations, pay allowed
Grain
Hay and straw
Medical attendance and pay allowed injured employees
Veterinary services and medicines
Outside wheelwright, blacksmith, horseshoeing, etc .... :
Labor and wheelwright, blacksmith, painting, etc
Repairs to stable and shed
Fuel
Gas
Electric light and power
Printing, stationery, office supplies, etc
Automobile expense
Automobiles.
Supplies
Repairs
Tires and tubes. . .
Gasolene
Chauffeurs' wages.
Totals .
South
Boston.
Electric
Truck.
Roxbury.
Electric
Truck.
$40 96
104 70
$282 08
$114 57
443 36
299 00
$856 93
Roxbury.
Ford.
$55 36
380 74
59 80
133 65
$629 55
South
End.
Truck.
$61 21
157 28
155 16
79 99
$453 64
West
End.
Ford.
$100 24
118 32
70 37
69 06
$357 99
Total.
$372 34
1,204 40
285 33
282 70
435 42
$2,580 19
Telephone tolls and rentals .
Annuities
Retired veterans' pension . .
Retired laborers' pension . . .
$1,665 36
1,458 33
437 49
1,745 12
2,051 22
14,498 42
329,804 04
27,878 S9
175,358 04
60,022 89
111,054 24
4,463 75
169,034 67
71,888 05
53,103 76
22,260 56
26,243 32
20,727 15
7,813 05
768 06
6,527 95
52,075 18
1,155 02
2,410 28
416 07
3,283 20
3,071 18
2,580 19
1,757 05
300 00
3,055 80
15,673 32
1,194,581 65
510
City Document No. 26.
Construction and Repair Shops, 1919-20.
For work done and materials furnished for other
services and for the Sanitary Service the different shops
received and expended the following amounts:
Stock and Labor.
Other Services.
Sanitary.
Wheelwright
$3,936 74
7,679 07
5,611 88
3,598 39
2,004 87
624 00
327 30
$8,394 00
14,114 37
9,205 10
9,014 78
5.409 88
2.410 62
1,353 59
$12,330 74
21,793 44
14,816 98
12,613 17
Blacksmith
Paint
Harness
Horseshoeing — South End,
Horseshoeing — West End . .
Horseshoeing — Roxbury. . .
7,414 75
3,034 62
1,680 89
Totals, stock and labor,
$23,782 25
$49,902 34
$73,684 59
Foremen
$1,829 56
Clerk ....
707 14
Stockkeeper
1,214 01
Express teamster
958 83
Allowed time, holidays
5,881 54
Allowed time, vacations
2,514 93
Medical attendance .
352 50
Electric power .
534 17
Auto truck .
357 99
Total cost, maintenance .
Income from other services
Net cost of shops
$14,350 67
,035 26
23,782 25
253 01
Detailed Accounts of Amounts Pai to the Sanitary
Service During Year Ending January 31, 1920, by the
Payment of Bills and Pay Rolls.
For repair and construction work ....
For horseshoeing
For hay, straw, grain and board and care of horses,
For feeders, stablemen and watchmen .
For furnishing of prison vans and painting .
$20,899 01
3,163 17
1,040 00
1,040 00
6 39
,148 57
* Includes bill paid by the County of Suffolk for stock and labor, $2,366.32.
Public Works Department.
511
Horseshoeing by Services.
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5,246
293
12
4,747
3,525
234
18
3,609
490
30
10
211
289
72
16
96
343
16
12
156
4
143
13
10,040
658
6S
74
8,893
940
193
461
168
45
98
29
82
38
10
2
41
54
1,554
Pads
607
Cost of Horseshoeing.
Division
Shops.
Outside
Shops.
Stock
$3,544 73
5,629 36
$3,160 80
Labor
Totals
$9,174 09
$3,160 80
512
City Document Xo. 26.
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Public Works Department.
513
Force Employed on House Dirt and Ashes January 31, 1920.
ClTT FOBCE.
3
—
£
3
z
1
a
a
Eh
■a
o
u
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a
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ft
Inspectors
Teamsters
Helpers
Dumpers
29
74
106
2
29
17
51
5
12
S
20
5
10
16
50
3
8
128
257
2
Totals
211
6S
17
2S 1.5
66
11
416
Force Employed on House Offal January 31. 1920.
>.
X
5
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0
-=
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City Foece.
o
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Inspectors
10
10
Teamsters
38
2
3
2
2
9
1
57
Helpers
40
4
3
3
4
17
2
73
Totals
ss
6
6
5
6
26
o
O
140
Force Employed on Waste and Rubbish January 31, 1920.
ClTT FOECE.
Xuniber.
Inspectors 1
Teamsters 14
Helpers 20
Total , 35
Amount of House Dirt and Ashes Removed.
Years.
Loads.
Cubic
Yards.
Tons.
1915
262,235
23S.261
23E999
217.823
228,095
74S.992
795,S62
796,633
776,645
836,730
353 13S
1916
324,313
1917
324,3S4
1918..
316 482
1919
340.960
514
City Document No. 26.
Amount of House Offal Removed.
Years.
Loads.
Cubic
Yards.
Tons.
1915
1916
50,482
48,329
40,729
39,494
38,054
113,348
118,770
102,449
96,317
92,042
76,511
70,075
1917
60,744
1918
1919
56,836
54,300
Amount of Waste and Rubbish Removed.
Loads.
Cubic
Yards.
Years.
Paper
Carts.
Market
Wagons.
Tons.
1915
2,212
4,302
3,242
3,186
3,263
6,948
7,031
4,888
4,823
3,739
70,779
79,909
68,047
64,221
54,429
9,192
1916
10,744
1917
8,014
1918
7,546
1919
6,396
Number of Loads of Material Collected from February 1, 1915,
to January 29, 1920.
Years.
Ashes.
Offal.
Rubbish.
Total
Loads.
Tons.
1915
262,235
238,261
231,999
217,823
228,095
59,482
48,329
40,729
39,494
38,034
9,160
11,333
9,073
8,009
7,002
321,877
297,923
281,801
265,326
273,151
438,841
1916
405,132
1917
393,132
1918
380,864
1919
401,656
Capacity of the Carts and Wagons Used by Sanitary
Service, 1919.
ounds.
Cubic Feet.
2,038
67.5
4,075
135
4,075
135
1,400
146
2,200
. 219
2,260
54
4,130
94
8,150
270
Single ash carts
Double ash carts (city)
Double ash carts (contractor)
Paper carts
Paper wagons
Single offal wagons
Double offal wagons
Auto
Public Works Department.
515
Collected by Contract.
District?
Ashes.
Double
Loads.
Auto
Loads.
Cubic
Yards.
Tons.
Offal.
Double
Loads.
Cubic
Yards.
Tons.
East Boston . .
Brighton
West Roxbury
Dorchester
Hyde Park....
Totals....
7,928
12,066
7,361
21,774
3,531
254
5,738
41,861
53,992
34,016
164,982
16,939
17,058
22,001
13,861
67,230
6,902
1,008
1,368
960
6,099
438
3,525
4,788
3,360
21,347
1,533
2,081
2,990
1,982
12,594
904
52,660
5,992
311,790
127,052
9,873
34,553
20,551
Summary.
Material.
Cubic
Yards.
Tons.
Ashes .
Offal..
311,790
34,553
127,052
20,551
516
City Document No. 26.
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38,054
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3,531
6,902
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CO o
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51,938
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4,985
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61,205
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12,667
4,967
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■* IN
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8,140
10,136
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1,102
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Public Works Department.
517
Final Disposition of all Material, in Loads and Tons (2,000 Pounds),
Collected by the Sanitary Service, February. 1, 1919, to Janu-
ary 31, 1920.
Class of Refuse.
S
>£ >>
III
gcjO
a. o
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03 O
House dirt and ashes <
Offal |
Waste and Rubbish I
[ Loads
Totals{
(Tons
191,073
269,727
34,110
46,343
7,002
6,396
37,022
71,233
3,944
7,957
22S.093
38,054
7,002
22S.095
38,054.
7,002
232,185
322,466
40,966
79,190
273,151
273,151
Note. — First item, loads. Second item, tons.
518
City Document No. 26.
Where Disposed of.
ft
s *
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*
Boston Development and
Sanitary Company .f
Inland dumps.
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99
Cost per Ton
by Districts;
Collection
and Disposal.
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99
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Cost of Collection and Disposal of Refuse by Day Labor Force in
the City of Boston for the Year endi
ng January 31, 1920
Character op Refuse.
Cost per Ton by Districts.
Cost op Distbicts.
Districts
and Pop-
ulation.
Tons
(2,000
lbs.)
Total
Tons.
To Collect.
For Disposal.
Total.
Collection
and Disposal.
To Collect.
Total Cost
to Collect.
For
Disposal.
Total Cost
of Disposal.
Total Cost
of Collection
and
Disposal.
Total Cost
per Capita,
Collection,
and
Disposal.
Whfbe Disposed op.
[Mixed refuse, principally ashes (no kitchen wastes) . .
23,738
3,967
160
27,865
14.203
75,711
$1 9971
5 8662
2 1878
$0 0393
S2 0364
5 8662
2 1878
847,409 24
23,271 27
704 50
$933 30
Boston Development and Sanitary Company.
Boston Development and Sanitary Company.
Boston Development and Sanitary Company.
1 . . (74,641)
[Mixed refuse, principally ashes (no kitchen wastes) . .
871,385 01
$933 30
$72,318 31
$0 9688
12,376
1,827
Av. $2 5470
$2 3383
7 6303
Av. $0 0393
Av. $2 556:
$2 338E
7 6303
828,940 32
10,133 07
Boston Development and Sanitary Company.
Boston Development and Sanitary Company.
3 . . (39,734)
[Mixed refuse principally ashes (no kitchen wastes) . .
39,073 39
39,073 39
0 9833
64,652
10,303
756
Av. $2 8512
$2 2965
7 7800
6 2418
Av. $2 86U
82 3356
7 780
6 241*
8148,616 74
78,492 47
4,769 84
$2,556 22
$0 0391
Boston Development and Sanitary Company.
Boston Development and Sanitary Company.
Boston Development and Sanitary Company.
5 (part) and .7
[Mixed refuse, principally ashes (no kitchen wastes) . .
231,879 05
2,556 22
234,435 27
1 5705
61,205
12,667
4,410
Av. $3 0680
$2 7004
4 5444
6 2210
Av. SO 0391
SO 0261
0 1312
Av. $3 1071
$2 7265
4 6754
6 2210
8167,530 91
57,554 46
28,672 46
$1,624 36
1,661 35
Boston Development and Sanitary Company.
Boston Development and Sanitary Company.
Boston Development and Sanitary Company.
8 and 9
(114,787)
Mixed refuse, principally ashes (no kitchen wastes) . .
253,757 83
3,285 71
257,043 54
2 2478
51,928
4,985
1,070
57,983
Av. 83 2296
$2 5596
5 2845
7 1690
Av. $0 0444
Av. $3 2740
$2 5596
5 284E
7 16(0
8132,930 08
26,243 68
7,670 91
Boston Development and Sanitary Company.
Boston Development and Sanitary Company.
10.. (83,702)
Contract, Boston Development and Sanitary Com-
106,844 67
166,844 67
137,000 00
1 9933
Av. $2 8083
Av. 82 SOSt
137,000 00
♦
254,044
Av. $3 0052
Av. $0 5663
$762,939 95
$143,775 23
$906,715 18
81 9647
* The amount paid to Boston Development and Sanitary Company is for disposal of all refuse collected by the city force and Dorchester contracts. District 6 on page 518.
Total as above $906,715 18
Add total of contract table page 518 287,866 47
Net amount of appropriation $1,194,581 65
Boston Development and Sanitary Company's contract calls for $149,000, less $12,000 paid for Ward Street Dump.
Details of Collected Refuse in Boston for the Year Ending January 29, 1920.
«
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401.656
Public Woeks Department.
519
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n
5
0
Eh
520
City Document No. 26.
CITY OF BOSTON
3.
CHARLESTOWWlT^
SANITARY DISTRICTS pop.»*H\ 6Sk
(p7oo) x
1919
4.-BRIGHTON
P0P.3^89<3
'351 lbs.
$1.13
IO-N.8cW.EN6i
P0P.837O2 ,585lbs:
(UO.00) $/.99
f368lbs. $2.24
8£rSo.END & B.BAY
P0P.//-r787 J
(56.00)
7-ROXBURY
POP./26/29(c>
lOMlbs
$F.5J
M,/
$1.23 jf^"*
6- DORCHESTER
POP. 1 3830/
(26.00)
I2l7|bs.
HYDE PARK\
\ POP J 7653 (6.00)
6701 bs.
$0.60
FIGURES SHOW ESTIMATED
MEAN 19 19 POPULATION AND
POP. PER ACRE: ALSO, TOTAL
WEIGHT OF REFUSE AND COST
PER CAPITA FOR THE YEAR.
IOOOO FT.
Public Woeks Department.
521
SEWER AND SANITARY DIVISION — STREET
CLEANING AND OILING SERVICE.
Items of Expenditure for Year 1919.
Street Cleaning Service.
General administration
. $22,955 95
Salary of division engineer (in part)
$1,416 67
Salary of supervisor (in part) .
1,540 40
Salary of medical inspector
547 19
Salary of veterinarian
1,104 17
Printing
867 67
Stationery
296 46
Postage
166 20
Telephone
611 20
Traveling expenses .
65 20
Office items and incidentals
31 76
Automobile repairs and main
tenance
2,968 79
Annuity, chapter 569, Acts of 1898
300 00
Pensions, retired veterans
4,088 23
Pensions, retired laborers .
8,952 01
General expenses other than general adminis-
tration
. 132,550 43
Wages of stablemen .
$37,703 23
Wages of yardmen
5,941 38
Wages of watchmen .
6,165 14
Wages of foremen's driver
538 50
Wages of yard clerks and messengers
3, 2,594 23
Hay and straw ....
26,557 09
Grain
27,678 00
Wagon and carriage repairs
1,070 10
Harnesses, new and repairs
3,867 84
Horseshoeing ....
6,642 87
Stables and yards, rent of
3,015 00
Stables and yards, taxes on
642 44
Stables and yards, blankets, cover
ings, brushes, oils, greases
>
polishes and furnishings
3,689 68
Stables and yards, building repairs
1,928 93
Oat crusher ....
440 51
Ice
31 37
Carried forward
. $128,506 31 $155,506 38
522
City Document No. 26.
Brought forward ....
Electric light
Gas
Fuel . . . . ...
Veterinary services and medicines,
Automobile repairs and mainte-
nance
Operating expenses ....
District foremen, salaries of .
Inspectors, wages of, on paved
streets, crossings, snow work,
patrolling, gutters, etc .
Inspectors, wages of, on ashes,
garbage
Laborers, wages of, on paved streets,
gutters, crossings, snow work,
patrolling, etc
Laborers, wages of, on ashes and
garbage
Hired autos and teams on paved
streets, gutters, crossings, snow
work, patrolling, etc.
Electric car flusher
Holiday pay allowed
Vacations .
Pay allowed injured employees
Military roll
Dumps, rent of .
Snow license (part cost) .
Flushing machines, repairs
Sweeping machines .
Water carts
Cart repairs
Snow plows, road machines
Push brooms, team brooms, handles
etc
Hoes, shovels, picks, etc
Paint ....
Freight
Machine brooms
Push carts and barrels
Refuse boxes
Tool repairs
Flushing hose
Water cart hose
Sanding machine (new)
Sand barrels, etc.
Carried forward .
$128,506 31 $155,506 38
384 21
33 68
761 37
570 21
2,294 65
. 543,345 50
$18,295 60
28,723 69
3,489 06
299,660 04
34,536 61
42,809 31
4,330 00
49,766 10
19,158 21
3,461 42
51 88
690 40
500 00
1,964 28
3,480 17
1,042 77
5,624 59
514 96
3,734 75
1,892 73
149 13
3 18
6,577 00
2,741 88
1,506 35
103 94
320 98
211 44
575 00
137 42
$536,052 89 $698,851 88
Public Works Department.
523
Brought forward ....
Sand
Automobile repairs and mainte-
nance :
Street cleaning . $278 69
Sanitary . . 2,569 53
$536,052 89 $698,851 88
653 28
2,848 22
Elgin sweeping machine
3,791 11
g Branch.
Total
$698,851 88
Street Watering and Oilin
General administration
$3,791 43
Salary of division engineer (in part) ,
$250 00
Salary of supervisor (in part) .
271 84
Salary of general foreman
1,829 56
Stationery
52 32
Printing
225 94
Telephone
46 46
Car fare
15 98
Advertising
14 60
Incidentals
1 33
Proportionate share of supervisor's
automobile
386 31
Proportionate share of division
engineer's automobile .
125 32
Automobile repairs and mainte-
nance
571 77
General expenses other than general
adminis-
tration
1,109 35
Wages of stablemen, watchmen and
yardmen
$219 61
Veterinary services and medicine
6 77
Hay, straw and grain
263 19
Harness repairs
8 48
Horseshoeing
120 63
Yard and stable building repairs
60 51
Yard and stable furnishings
106 32
Yard and stable light and fuel .
13 38
Automobile repairs and mainte-
nance
310 46
Operating expenses ....
117,253 60
Chief inspector
$1,388 49
Inspectors, water distribution
6,703 28
Inspectors, oil distribution
258 86
Inspectors, calcium chloride .
61 37
Carried forward
5,412 00 $122,154 38
524
City Document Xo. 26.
Brought forward . . . .
SS.412
00
8122,154 38
Inspectors, fuel distribution
245
15
Inspectors, Sanitary Service .
5.531
99
Laborers, water distribution
32S
00
Laborers, oil distribution
990
13
Laborers, calcium chloride
12
00
Holiday and allowed time
307
64
Vacation
63S
00
Military roll ....
61
24
Sanitary Service
977
10
Gasolene
3S SO
Tools and tool repairs
1S5
05
Water cart repairs
556
99
Road oil
3S.037
74
Calcium chloride
727
92
Freight and demurrage
1.723
26
Oil auto hose ....
49
50
Water cart hose
9
86
Electric hydrants
1,122
20
Car sprinkler hose
S2
70
Standpipe repairs and maintenance
2,537
59
Bicycle
32
99
Rent, car sidings
75
00
Sanding
110
52
Auto repairs and maintenance .
54S
20
Hired teams, water distribution
47.S47
6$
Hired teams, calcium chloride
15
96
Car sprinkler ....
4,453
33
Hired teams, oil distribution
1,595
06
$122,154 3S
Public Works Department.
525
DISTRIBUTION OF EXPENDITURES.
Removing snow $20,716 27
Snowwork on crossings and gutters, 8,615 16
Flushing streets
Street patrolling by teams . . $34,409 79
Cleaning of subway passage . 1,481 50
Street patrolling by push carts . 155,069 46
Collection of refuse boxes . . 7,507 26
Cleaning of paved streets . . $275,086 10
Cleaning of macadam gutters . . 70,451 19
Cleaning of public alleys . . . 1,093 81
Sanding of slippery streets
Work performed for Sanitary service
Total expenditures, Street Cleaning Branch,
Oiling of public streets and ways ....
Watering of public streets and ways
Sanitary Service
Fuel Committee
Grand total !
,331 43
43,434 81
198,468 01
346,631 10
6,107 59
74,878 94
5,851 88
* 56,897 96
68,140 71
6,509 09
245 15
,644 79
* $9,638.53 included for oil used but not paid for until 1920.
Summary.
Items.
Street Cleaning Branch.
Street Oiling and Watering
Branch.
1917-18.
1918-19.
1919-20.
1917-18.
1918-19.
1919-20.
$421,612 67
4S.622 72
127,733 78
$450,061 95
26,371 88
126,994 61
$527,877 17
47,339 31
123,602 40
$14,274 09
29,330 67
66,883 38
$16,684 62
45,357 64
80,167 87
$20,567 53
53,912 03
Supplies and repairs
47,674 82
Totals
$597,969 17
$603,428 44
$698,818 88
$110,488 14
$142,210 13
$122,154 38
526
City Document No. 26.
Cost of Snow Work and Volume Removed.
Districts.
Snow Work
and Gutters
Total Cost.
Snow
Removal.
Total Cost.
Total Cost.
Single
Loads
Snow
Removed.
t
Cubic
Yards
Removed.
t
Cost
per Cubic
Yard.
Removed.
South Boston
East Boston
Charlestown
Dorchester
Roxbury • . . .
Uptown
Downtown
Back Bay
North and West Ends .
Patrol System
¥949 60
354 53
340 59
284 96
1,162 27
313 74
642 44
140 21
621 88
3,804 94
$226 06
373 51
398 04
6,927 42
1,187 73
4,318 51
7,285 00
$1,175 66
354 53
714 10
683 00
1,162 27
313 74
7,569 86
1,327 94
4,940 39
11,089 94
194
170
151
3,912
532
2,624
5,387
442.0
392.6
10,171.2
1,383.2
6,822 . 4
14,006.2
$0 428
0 845
1 014
0 681
0 858
0 632
0 52
Total. . .
Average .
$8,615 16
,716 27
529,331 43
12,970
33,722.0
$0 614
* Includes Sundays, paid time and half; holidays, double time,
t Street Cleaning loads, 2.6 cubic yards each.
Snow 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
Yard.
Loads.
Cubic
Yards.,
Removed.
Snow removal
Snow crossings and
$16,778 41
8,233 70
$3,937 86
381 46
$20,716 27
8,615 16
12,970
33,722
$1 597
$0 614
Totals
$25,012 11
$4,319 32
$29,331 43
Flushing.
Supervision.
Cost of
Labor and
Teams.
Cost of
Repairs and
Tools.
Cost of All
Other
Charges.
Total Cost.
Square Yards
Flushed Once.
Cost per
Thousand
Square Yards
Flushed Once.
$1,088 94
$36,069 90
$2,391 30
$3,884 67
$43,434 81
99,607,817
$0 436
Machine Sweeping of Paved Streets and Macadam Gutters.
Paved S
—
! Macadam
Total Paved
"" Macadam
M
cadam Streets.
LOADS OF DIRT REMOVED.
CUBIC YARDS OF DIRT REMOVED.
GCTTEBB.
ed Streets.
Paved Streets and
I ACAD am Gcr
Paved Streets.
Macadam Gutters
Macasak.
^
ved Streets.
Macadam Gutters.
Paved Stbeets and
Macadam Gctters.
Square
Once.
HI
c Square
ot Yardo
v Cleaned
1 1 laoe
Miles
Cleaned
Cleaned
Once.
Insrieeticm,
reaming
All
Charges .
Total
Cost.
Coat per
1 I'-ll.r-.l
"ri miii.i
square
Yards
Cleaned,
Inspection,
Labor
and
Teaming.
Other
CI, :u !.■-■,
Total
Cost.
Coat per
Mile
Cleaned
t'lcnnJd.
Teaming.
AH
Other
Charges.
Total
Cost per
Thm^m.i
Square
Yards
1 'li nil. il
Once.
~
«ttr
Loads.
Cost per
-
Cost per
Total
]fmrda
Per
Yards.
Cost per
Cubic
Yar.l
Removed.
Total
Cubic
Per
Thousand
Smian
Yards.
Coat per
Cubic
Yard
Removed
Total
Per
Yards8
Cubic*
Yard
.
7.632,506
433
S 6.278,046
1 189 02
31,600,98*
$16 337
10 928
1 541
$7,380 94
9,141 47
$4,872 12
4,723 09
$12,253 06
13,864 56
$10 305
$1 951
$1 131
4,150
2,185
35 664
2.755
$5 457
5 032
$5 591
5 187
$2 832
2 691
4,490
5,510
1.885
$2 729
2 51C
1J.790
404
$2 795
East Boston .
553
1-
343 28
418 68
701 96
484 75
14177
126 G9
.
940
4
370
572
9
KK
931
2 594
Charlestown .
17.942,301
1.019
44 1 712.
324
-''
19.654.391
14
i7s -4
11
784 98
26
103 52
25 064
1 458
2.300 20
1,310 11
3.610 11
11 134
2 10S
16
078 74
13
005 09
29
773 83
1 151
3,456
7 570
579
6 235
*
035
7 37*
6
912
385
3 785
1,158
.076
3 lit
8
■7.
I1C
3 089
Dorchester
7.323.174
416
os ■;.4.:,l;.4.-,'.
054
u:
10.779.633
7
B38 14
4
143 12
12
081 26
29 035
1 049
6.156 25
3,451 18
9,607 43
14 076
2 779
14
094 39
7
594 30
21
088 69
2 012
2,036
5 936
2,345
4 09C
*
380
4 951
4
J7I
555
2 968
4,690
1.356
2 048
1
rac
812
2 475
Roibury..
43.053.399
2,446
21 6.200,469
1.174
■i.
19,263,88*
13
756 68
6
516 35
20
273 03
8 661
-I'i.
12,038 22
1,720 29
13,788 51
11 710
2 218
at
794 90
8
236 04
34
031 54
VI.
3,927
. G 164
4,694
2 93C
8
021
3 940
7
864
182
2 581
9,388
1.514
1 465
13
142
2b.S
2 569
30.1K)7,3o4
93.944,220
5.332
1 3,192,914
604
71
34.100.26S
17,684,626
18
058 SB
30
836 66
458 29
::
520 10
14 148
14 104
9 Ofc
803
803
51C
5,118 76
2,271 78
7.390 54
12 221
2 314
•
177 05
9
103 44
45S 29
025 69
32
286 09
255 07
941
803
975
8,010
825
9 421
8 835
1,069
0 9.3
j
JK
7 573
9 428
7 163
16
388
020
660
206
170
3 897
4 714
2,138
.689
3 45C
-
.20
2«
170
4 714
BackBay..
99 3,569,467
675
i):
7,173 75
2,793 03
9,1 78
14 743
2 70S
1.584
6 290
3,168
.887
3 5,2
North and West
78.751.349
4.417
*
78.751.349
48
784 76
24
805 40
73
590 16
10 657
934
IS
784 76
24
SOS 40
73
590 16
934
9.333
7 SS4
9
333
7 884
IS
*
237
3 942
18
....
3 942
318,992.407
18,062
5,X,0
«
316,324,271
$173
sua
122 03
$275
086 10
$49,309 59
$21,141 00
870.451 19
.,-■
$122
203 63
$345
637 29
37.115
15,271
$4 611
52
386
74
30,542
101
ilS
191
$15 231
SO 862
$13 610
$2 530
SO. 991
$7 411
$6 595
23?
$3 705
1.117
$2 30C
$3 427
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City Document No. 26.
Oil Bought During 1919.
Gallons.
Cost.
American Oil Products Company
Alden Speare's Sons Company
386,960
192,235
97,518
29,913
10,094
7,881
$27,731 00
10,702 24
Standard Oil Company
4.875 90
United States Oil Company
2,715 50
United States Products Company
883 23
Island Petroleum Company
768 40
Totals
724,601
* $47,676 27
* $9,638.53 paid for in 1920.
Public Works Department.
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City Document No. 26.
APPENDIX E.
REPORT OF THE DIVISION ENGINEER OF THE
WATER DIVISION.
February 2, 1920.
To the Commissioner of Public Works:
I respectfully submit the following report of the
operations, income and expenditure of the Water
Division for the past year.
The work of this division was seriously handicapped
during the past year by the difficulty of obtaining mate-
rial contracted for, it being necessary to postpone
considerable construction work for lack of the required
stock.
The stagnation in new building construction, other
than to a limited extent for business purposes, which
obtained in 1918 still continues, practically no new
buildings having been erected to relieve the existing
acute housing conditions, the following record of new
service pipes installed during the past ten years is
interesting in this connection:
Year.
New Services
Laid.
Service
Abandoned.
Net
Increase.
1910
1,472
1,554
1,950
1,493
1,477
1,874
1,663
1,045
456
531
367
358
358
485
364
343
257
400
317
261
1,105
1911-
1,196
1912
1,592
1913
1,008
1914
1,113
1915
1,531
1916
1917
1,406
645
1918
139
1919
270
Six and twenty-three one hundredths miles of pipe
were relaid and 4.23 were laid, making a total of 10.46
Public Works Department. 533
miles of new pipe installed; the mains relaid were very
old or too small for the requirements of modern fire
protection. The mains laid were largely in extension of
high service system to provide sprinkler and fire pipe
service.
Some of the more important work done is as follows-
A 12-inch flexible pipe, 3,248 feet in length, was laid
between Moon Island and Long Island, replacing a
6-inch flexible pipe laid in 1895; the pipe was laid in a
trench dredged 6 feet below the level of the harbor and
afterwards refilled. An interesting feature in the pipe-
laying work was the use of a steel pipe, 30 inches in
diameter and about 90 feet long, extending from the
bottom of the trench to the deck of the lighter. The
12-inch pipe passed through the larger pipe and as each
length of new pipe was jointed on the lighter, the latter,
together with the envelope pipe, was warped forward
about 12 feet.
The construction of a freight yard by the New York,
New Haven & Hartford Railroad, involving the dis-
continuance of a portion of Southampton street at its
present grade, necessitated the laying of 818 linear feet
of 16-inch pipe, 55 feet of 20-inch pipe and 862 feet of
30-inch pipe in the land of the railroad south of South-
ampton street. The work was done by the New York,
New Haven & Hartford Railroad Company under the
supervision of this division.
A 16-inch main, 5,347 feet in length, laid through
various streets in Jamaica Plain, from Centre street at
Seaverns avenue to Lamartine street at Mozart street,
provides a much needed improvement in the fire pro-
tection of this section of the city.
A second feed greatly increasing the amount of water
available and the security of supply was provided for
the West Department of the City Hospital at Spring
street, West Roxbury, now occupied by the United
States Public Health Service. The new supply consists
of a 10-inch pipe laid in Cypress, Montgomery and
Linden streets and land of the City of Boston to a con-
nection with the existing system in the hospital grounds.
This new line also insures a second feed for Spring street
and connecting streets, west of Cypress street.
A wooden siphon box containing a 16-inch water pipe
and a 12-inch gas pipe was laid by the Metropolitan
Park Commission under the channel of the Neponset
river on the location of the proposed new bridge between
534 City Document No. 26.
Boston and Quincy, at Neponset avenue, and 684 linear
feet 12-inch water pipe connecting with the 16-inch pipe
in the siphon box was laid by this division on a tem-
porary pile bridge built by the Park Commission. This
pipe line supplies the harbor service and had been
located on the old Neponset Bridge, which was torn
down when the temporary bridge was put in service;
it will be located on the permanent bridge when the
latter is constructed.
An improvement was made in the service in Tremont
street between Dover and Northampton streets by
laying 3,107 linear feet of 8-inch pipe on the westerly
side of the street, southerly from Clarendon street, and
relaying the very old and shallow 12-inch pipe on the
easterly side of the street, thus making it possible to
abandon the long service pipes crossing the street,
which for years past have given trouble on account of
their age and shallow depth.
Seventeen thousand eight hundred and eleven linear
feet of 6-inch and 8-inch pipes were cleaned by the
National Water Main Cleaning Company in Hyde Park
in the area bounded by the Neponset river, Metropolitan
avenue, Hyde Park avenue and Maple street.
The maintenance work of the Distribution Branch
was exacting and unending, as usual; in addition to the
more or less routine work of establishing fire pipes,
service pipes, hydrants, taking care of stoppages in
services, regulating gate boxes, patch paving, etc., a
large amount of work was done, much of it of an emer-
gency nature, such as must arise in connection with the
distribution system of a large city.
Further detailed information regarding operations of
the different branches of this division will be found in
the tables published herewith.
Respectfully submitted,
F. A. McInnes,
Division Engineer.
Public Works Department.
535
WATER DIVISION, 1919-20.
FINANCIAL STATEMENT.
Receipts.
Sales of water
Labor materials for miscellaneous work .
Elevator, fire, motor, standpipes and repairs
Service pipes and repairs .
Fees for summonses .
Sales of old materials
Shutting off and letting on water for nonpayment
Board of horses ....
Interest on bank deposits
Forfeiture on contract
Sale of launch "Water Witch"
Sales of merchandise .
Rent of conduit, Congress street
Testing meters
Damage to hydrant
Sales of gasolene ....
Sales of dead horses .
Total receipts from all sources .
Transferred to City Loan account to pay
Hyde Park water debt
Transferred to credit of Collecting Depart-
ment . . ....'.
Transferred to City Loan account to pay
general city debt
$3,244,542 57
10,508 81
15,351 41
11,874 90
4,553 20
2,489 45
at
1,094 00
027 50
483 07
300 00
210 20
208 39
200 00
53 57
49 43
32 34
9 00
$3,298,053 90
$10,000 0(
)
30,317 7-
1
374,095 %
)
420.412 90
$2,878,240 94
Expenditures
Current expenses and extensions
Interest on water loans
Refunded water rates
Metropolitan water assessment
51,010,634 32
61,162 73
1,339 82
1,805,104 07
>2,S78,240 94
Appropriation for Service Mains and Relaying Mains.
Balance appropriation February 1, 1919
Expenditures during the fiscal year 1919-20
£3,487 83
3,487 83
536
City Document No. 26.
Details of expenditures under appropriation for cur-
rent expenses and extensions for the fiscal year ending
January 31, 1920.
Extension.
New mains .
Replacement of old mains
New hydrants
Total extension .
$121,876 33
154,686 77
8,479 25
Maintenance.
Office and Engineering Branch:
Salaries and wages .
Traveling expenses .
Printing, stationery and post-
age
Miscellaneous .
Income Branch:
Salaries and wages .
Traveling expenses .
Printing, stationery and post-
age
Miscellaneous .
Distribution Branch:
Salaries and wages .
Traveling expenses .
Printing, stationery and post-
age
Miscellaneous .
Meter Branch:
Salaries and wages .
Traveling expenses
New meters and setting
Meters, repairing, resetting,
testing, etc
Printing, stationery and post-
age .
Shops
Investigations .
Holiday .
Laborers' vacations
Miscellaneous .
Waste Prevention Branch:
Salaries and wages .
Traveling expenses .
Printing, stationery and post-
age
Miscellaneous .
Inspection of castings
Damages .
Yards
Shops
Carried forward .
$45,991 19
677 21
1,924 49
764 87
$102,600 28
1,434 30
4,326 04
692 99
$24,432 72
212 43
1,020 77
2,487 06
$13,598 12
75 18
12,189 56
16,936 50
528 98
16,086 07
1,612 80
3,817 27
1,208 19
615 36
,035 93
406 73
16 16
61 56
5,042 35
,357 76
109,053 61
28,152 98
66,66S 03
8,520 38
1,049 81
20,620 77
57,024 57
19,870 78
$360,318 69 $285,042 35
Public Works Department.
537
Brought forward !
5360,318
69 $285,042 35
Stables:
Labor $13,455 02
Hay and grain . . . 8,640 78
Vehicle repairs . . 1,472 35
Shoeing . . . . 1,275 02
Veterinary services and sup-
plies . . . . 512 00
Building repairs . . 475 63
Harness repairs . 439 71
Board of horses . . . 255 54
Coal 165 10
Light 86 69
Miscellaneous . . . . 101 82
26,879
12,099
66
17
Tools and repairs
Main pipe relocation
14,170
87
Main pipe repairs
47,641
42
Service pipes, new
29,664 01
Service pipes, changes (in size and location),
7,211
78
Service pipes, repairs
64,900
78
Hydrant changes (in style and location)
11,042
00
Hydrant repairs
31,786
79
Water posts, new
25
43
Water posts, changes (in location) .
623 05
Water posts, repairs
1,800
74
Fountains, new
49
84
Fountains, changes (in style and location)
45
27
Fountains, repairs
3,477 32
Holiday . ,
37,816
18
Automobiles
32,958
80
Investigations
1,713 08
Off and on water
18,042 90
Accommodation work
5,739
75
Work on account of Income Branch (by Dis-
tribution Branch)
558
70
Work on account of Office and Engineers'
Branch (by Distribution Branch)
2S0
96
Work on account of Meter Branch (by Dis-
tribution Branch) ... . .
956
97
Work on account of Waste Prevention
Branch (by Distribution Branch)
134
80
Work on account of new meters (by Dis-
tribution Branch)
748
56
Work on account of meter repairs (by Dis-
tribution Branch)
7,957
14
Launches, repairs and supplies ......
1,468
58
Pensions paid to Civil War veterans
6,705
33
Pensions paid to retired laborers
23,692
56
Pay allowed injured employees
1,603
14
Vacations allowed mechanics, laborers, etc.,
14,772
65
Pay allowed employees in military service
2,702
75
High service, East Boston ....
1,067
44
East Boston reservoir
72 02
Harbor service
4,225
08
Emergency service
25,077
93
Medical inspector
500
00
Taxes
213
85
Total maintenance
800,745 99
Carried forward
. $1,085,788 34
538 City Document No. 26.
Brought forward $1,085,788 34
Appropriation for Income Branch to pay deposit refunds,
balances, etc 8,000 00
Merchandise sold $3,845 85
Stock consigned to junk 6,759 82
10,605 67
Stock purchased 156,312 26
$1,260,706 27
Less stock used and disposed of 250,071 95
Total expenditures under appropriation for current
expenses, etc $1,010,634 32
Details of expenditures under appropriation for serv-
ice mains and relaying mains for the fiscal year ending
January 31, 1920. (From revenue.) Orders City Coun-
cil, August 12, 1913, October 22, 1914. November 19,
1917, and August 14, 1918.
New mains
Replacement of old mains
Relocation of mains
Service pipes, new
$150 85
923
50
2,373
48
40
0(1
$3,487
83
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540 City Document No. 26.
COST OF CONSTRUCTION AND CONDITION OF
WATER DEBT.
Cost of construction to February 1, 1920 . . . .$18,063,41164
Cost of construction to February 1, 1919 .... 17,790,305 62
1 Increase during the year $273,106 02
Outstanding loans February 1, 1919, at 3|
per cent . . . . . . . . $233,400 00
Outstanding loans February 1, 1919, at 4
per cent . 1,074,350 00
— $1,307,750 00
Outstanding loans February 1, 1920, at 3?
per cent $5,000 00
Outstanding loans February 1, 1920, at 4
per cent 816,350 00
821,350 00
Decrease during the year $486,400 00
The Water Sinking Fund February 1, 1919, was . $1,307,750 00
The Water Sinking Fund February 1, 1920, was . . 821,350 00
Decrease during the year $486,400 00
Net Water Debt February 1, 1919 $352,000 00
Gross Water Debt February 1, 1920 .$1,157,350 00
Less Sinking Fund February 1, 1920 . . 821,350 00
Net Water Debt February 1, 1920 336,000 00
Decrease during the year $16,000 00
Stock on hand February 1, 1919 $430,417 93
Stock on hand February 1, 1920 . . . . . 323,370 98
Decrease during the year $107,046 95
Cochituate Water Sinking Fund Receipts, 1919-20:
Interest on investments $36,735 57
Interest on bank deposits 6,684 28
$43,419 85
1 The actual increase in cost of construction was $288,530.18, but$l 5,424. 16 was deducted
on account of elimination of the account "East Boston High Service," making the net
increase 8273,106.02.
Public Works Department. 541
2 Cost of existing works on January 31, 1920:
East Boston reservoir .
Pipe yards and buildings
Engineering expenses .
Distribution system
Additions during the year
$288,530 18
-8,749 10
$66,103 09
94,832 16
57,873 58
17,376,602 81
297,279 28
Hyde Park water works . . 468,000 00
$18,063,411 64
1 The actual increase in cost of construction was $288,530.18, but $15,424.16 was deducted
on account of elimination of the aceount "East Boston High Service," making the net
increase $273,106.02.
2 The item "' East Boston High Service" is dropped from the above table, it having been
abolished some years ago. Its original cost, $30,208.12, was reduced in 1909 by the
abolishment of the boilers, pumps and foundations of same at the Condor Street Pumping
Station, which cost $6,034.86, leaving the cost $24,173.26. The Condor Street Station
land, etc., having been lately sold to the Boston & Loekport Block Co. for $22,500. There
are now deducted costs as follows:
Old pumping station at reservoir $4,200 00
Old pumping station at Condor street (building) 8,973 26
Grading, etc., station at Condor street 2,250 90
$15,424 16
Deducting this total from the cost, $24,173.26, leaves $8,749.10, which is the cost of the
Breed's Island tank and which is still in use as a unit of the Distribution System, and its
cost is therefore added to the cost of the said system. (See annual report of 1908-09,
page 5.) See "Water Service Journal," January 31, 1920, Draft.
542
City Document No. 26.
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544
City Document No. 26.
Income Branch.
Assessments, Abatements and Collections, 1905 to January 31, 1920.
Account of
Year.
Amount
Assessed.
Amount
Abated.
Amount
Collected.
Balance.
1905.
1906.
1907
1908
1909
1910
1911
1912
1913
1914
1915
1916
1917
1918
1919
1920
2,446,978
39
2,524,205
25
2,619,031
00
2,645,962
55
2,694,408
57
2,845,900
66
2,863,501
75
3,001,771
S7
3,004,406
17
3,034,SS5
S3
2,960,797
45
3,130,539
2S
3,120,781
86
3,358,626
95
3,199,782
84
403,431
24
§36,107 08
37,599 28
34,959 33
36,939 32
49,407 44
117,818 49
65,439 47
41,251 26
37,213 39
23,521 74
15,084 24
15,399 85
18,077 91
94,680 29
16,603 55
163 25
§2,410,871 31
2,486,605 97
2,584,071 67
2,609,023 23
2,645,001 13
2,728,1S2 17
2,798,062 28
2,943,402 48
2,954,183 62
2,970,232 82
2,902,848 96
3,054,587 82
3,027,675 07
3,135,338 27
2,781,740 63
59,462 IS
S17,11S 13
12,934 51
41,131 27
42,864 25
60,551 61
75,028 88
128,608 39
401,438 66
343,805 81
Elevator, Motor and Fire Service.
Elevator services installed
Elevator services abandoned
Total number of elevator services January 31, 1920
Fire services installed
Total number of fire services January 31, 1920
Total number of motor services January 31, 1920
Number of motor services metered
Water Turned Off and On
For repairs
For vacancy
For waste
For nonpayment of water rates
Turned on for first time
1
513
111
1,728
96
20
4.S77
2,618
S
2,647
317
Public Works Department.
545
Meter Branch.
Table No. I. — Statement of Work During the Year.
3
Changed.
a
a
Make.
<p
m
is
C
o
5
a
3
O
■6
o
'P
Pi
03
Hersey disc
239
96
4,383
2,765
8,609
4,309
353
319
Worthington disc
93
7
297
1,980
3,122
287
164
102
Crown
16
9
199
310
523
176
5
9
American
7
1
372
218
547
386
23
15
Hersey rotary
14
10
111
166
399
93
3
13
Nash
10
2
169
117
234
175
20
7
4
2
2
2
2
82
35
34
55
38
30
140
39
77
74
51
38
3
5
1
4
Trident
7
3
1
4
17
62
4
o
9
12
2
5
14
3
1
943
3
398
379
2,284
511
36
41
Totals
1,330
136
6,086
6,086
16,053
6,105
613
534
Table No. II.
Meters in Stock February 1, 1920.
Diameter in Inches.
Make.
5
S
i
1
n
2
3
4 6
Totals.
539
139
341
21
166
33
24
25
45
39
809
48
2
78
8
65
4
2
2
1
48
6
1
1
9
2
3
599
142
49
21
10
3
2
513
29
23
3
1
11
1
1
7
2
1
273
Nash
43
27
Trident. . . .
26
47
2
52
42
10
919
1
2
1
1
2
4
9
Totals
2,181
258
130
50
20
18
10
3
2,670
546
City Document No. 26.
Table No. III.
Meters in Service February 1, 1920.
Diameter in Inches.
Totals.
Make.
8
a
i
1
u
u
2
3
4
6
8
10
12
42,996
208
2,831
284
1,439
240
1
711
162
257
144
124
54
3
75
1
10
2
5
9
37
26
16
53
1
13
23
13
48,397
1,131
12
4
2
60
664
441
298
J 67
416
235
113
4
12
36
82
13
482
341
135
74
3
29
6
22
1
189
41
12
4
6
175
37
18
5
11
17
3
1,926
890
4
1
519
Trident
1
194
61
Worthington disc
6,491
133
2
2
253
14
992
1,474
1
1
97
2
3
7
109
1
5
8
14
6
6
B W W
1
2
1
1
6
2
1
8
3
1
2
2
2,190
28
248
27
37
2,530
Totals
54,692
4,542
2,541
1
1,161
705
283
143
63
12
4
1
64,149
Table No. IV.
Meters Purchased.
Diameter in Inches.
Totals.
Make.
8
i
1
li
2
3
4
1
l
1
5
6
1
9
5
1
1,700
50
50
n
11
1,822
Totals
1,701
50
50
12
12
5
7
1,837
Public Works Department.
547
Table No. V.
Meters Condemned.
Make.
Diameter in Inches.
5
1
1
H
2
3
Totals.
1
1
2
1
1
1
1
1
5
1
6
1
1
1
1
6
King '
5
5
1
4
2
2
15
1
4
13
1
1
6
1
8
Totals
16
12
14
3
1
4
50
Table No. VI.
Meters Repaired in Service.
Causes.
Make.
(3
o
Eh
H
03
3
p
o
3
0J
p
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CJ
A3
c
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02
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0
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15
56
19
18
7
4
3
1
122
69
4
1
9
4
2
98
7
1
2
7
319
102
1
1
9
4
2
3
4
15
1
13
Nash
2
1
7
1
1
4
Trident
2
11
4
4
2
3
7
1
3
Hersey detector
3
28
14
King
4
2
41
20
97
42
242
114
3
4
12
5?4
548
City Document No. 26.
o
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Public Works Department.
549
Table No. VIII.
Causes for Meiers Changed.
sh
T3
Make.
a
§ c
M
o
M
T)
•"]
.*
CD
QS
O
0
fa
o
a
a
o
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o
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m
w
go
U
fa
GO
Pi
O H
395
2,418
51
17
fi
88
85
829
16
3
535
4,383
Hersey rotary . . '.
23
17
6
7
5
52
1
111
1
114
21
5
4
2
1
4
2
1
25
19
2
2
S
4
69
32
3
14
7
9
11
30
12
18
14
1
7
29
12
199
169
1
2
1
82
35
2
Worthington disc
61
43
193
297
1
3
2
9
0
8
3
34
19
1
55
20
1
6
19
61
9S
76
2
2
16
372
4
12
211
6
22
5
52
44
16
5
25
398
Totals
516
2,878
106
99
47
318
216
1,250
25
4
627
6,086
Table No. IX.
Meters Applied.
Make.
DrAMETER IN INCHES.
Totals.
8
s
1
li
2
3
177
91
931
3
1
1
17
18
18
5
2
1
4
239
93
4
10
1
943
7
Trident ....
1
1
1
2
4
2
1
3
4
4
1
1
2
3
2
1
1
14
10
2
4
4
7
3
16
Totals
1,204
31
40
28
17
10
1,330
550
City Document No. 26.
Waste Prevention Branch.
The following tables give in detail the operations of
this branch during the past year:
Table No. I.
Waste Prevention.
Premises examined. .
Special investigation
Waste reports
Re-examinations. . . .
Found repaired
Not repaired
12,216
405
1,835
1,620
1,387
233
Table II.
Defective Fixtures and Waste
Tank fixtures leaking
Faucets leaking
Pipes inside leaking
Pipes outside leaking
Metered premises leaking
Gates leaking
Hydrants leaking
Wilful waste
Fountains leaking
750
810
110
79
503
7
17
4
6
Public Works Department.
551
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552
City Document No. 26.
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Public Works Department.
553
Table No. III.
Total Number of Hydrants in System January 31, 1920.
u
o
0
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c
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s
o
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512
4
382
2
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42
63
1
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637
9
562
3
533
1
262 2
70
39
17
10
18
1
14
2
22
4
18
27
6
25
2
5
1,525
6
449
2
819
i«;
466
8
1 , 1 23
1
212
15
199
9
47
37
253
58
1
1,474
18
] 616
17
47
63
299
889
10
242
171
1
24
722
8
284
1
2,281
14
115
3
40
8
99
13
1
654
45
18
246
509
42
41
1
2
163
28
352
56
9
13
148
55
1
441
4
72
1
20
6
2
3
3
9
21
6
2
1
1
4
4
9
Total number (public)
Total number (private and
suburban)
1,495
30
612
3
3,474
21
3,830
137
5
9
13
148
55
1
4
167
115
9,741
378
554
City Document No. 26.
Table No. IV.
Total Number and Aggregate Length of Service Pipes of Various Sizes
Connected with System January 31, 1920.
Size.
Total Number.
Aggregate Length
in Linear Feet.
6,940
85,041
3,446
5,446
504
1,552
2,137
12
934
2,2S6
183
56
11
18
2
159,026
f-inch ,
2,373,942
118,427
195,883
15,284
47,639
66.98S
267
27,237
70.59S
22,868
4,052
10-inch
1,648
12-inch
3,627
16-inch
95
Totals
108,568
3,107,581
Public Works Department.
555
Table No. V.
Fountains in Service January SI, 1920.
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3
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2
1
4
2
2
2
53
2
18
1
9
6
1
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3
1
5
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2
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3
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1
11
17
12
21
Hyde Park
1
1
5
8
1
1
23
35
33
9
17
25 1 1S2
M.
Fountain Description.
Indicates fountain for beasts only. Continuous flow of water during year.
Indicates fountain for man and beast. Automatic fixtures for both.
Indicates fountain for man and beast. Hygiene bubble fixture for mark Continu-
ous flow of water for man and beast all the year.
Indicates fountain for man only. Water of ordinary temperature. Hygienic bubble
fixtures controlled by self-closing cocks. In service during warm weather.
Indicates taps on water posts, hydrants and fountains for watering horses.
Indicates fountains for man only. Cold water. Hygiene bubble fixtures controlled
by self-closing cocks. In service during warm weather.
Indicates fountain for man and beast, fitted with automatic fixtures controlled by
self-closing cocks. Bubble fixture for man in warm weather. Continuous flow for
beasts all the year.
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.
Indicates fountain for beasts only, fitted with taps for the purpose of filling pails to
water horses. Continuous flow for beasts all the year.
556
City Document No. 26.
Table No. VI.
Maintenance of Main, Pipe.
Nature of Work.
Number
of Jobs.
Total Cost.
Box tops renewed
Cleaning main pipes (by contractors)
Dead ends blown off
Gates leaking at packing
Gates located, inspected (oiled, salted, tested, etc.).!,
Gate locations marked
Gates repaired
Gate boxes cleaned out
Gate box covers (106) and frames (143^ replaced
Gate boxes renewed
Gate boxes raised and lowered
Leaking joints repaired
Leaks due to settlements and other causes
Repairs on bridges (on pipes, boxes, etc.)
Repaying (including contractor's miscellaneous jobs)
Work caused by contractors, corporations and other services
Miscellaneous jobs
Totals
78
16
174
55
3,798
9,420
21
352
249
477
630
124
21
23
172
4
16
$523 91
4,082 88
486 20
290 14
2,215 23
2,068 30
346 59
269 49
1,973 23
11,258 63
3,411 34
2,162 68
2,022 05
742 09
1,209 65
226 86
238 66
15,630 $33,527 93
Public Works Department.
557
Table No. VII.
Hydrants Established and Abandoned.
Established.
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Roxbury
West Roxbury.
Brighton
Dorchester
South Boston . .
East Boston. . .
Charlestown. . .
Hyde Park....
31
36
54
S
33
20
5
9
Totals.
251
26S
r>s
19
•14
73
196
Table No. VIII.
Hydrant Repairs February 1, 1919, to January 31, 1920.
Cause of Repairs.
Number
of Jobs.
Net Cost.
Boxes raised, lowered, reset, repaired, renewed and pumped.
Barrels changed, relocated, reset and repaired
Frost
Gates defective
Painted
Contractors, corporations, other departments and divisions.
Street widening and repairs
Repaving on account of repairs
Traffic
Hydrants inspected, oiled and cleaned
Salt delivered to Fire Department, 706 sacks.
Totals
632
658
62
4
2,184
12S
22
211
10S
50,536
$6,638 04
2,875 58
276 53
11 81
585 94
405 58
566 11
1,647 79
890 03
9,706 99
882 50
$24,486 90
558
City Document No. 26.
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559
Table No. X.
Cost oj New Service Pipes Laid.
Size.
Number.
Length
in Feet.
Material.
Labor,
Teaming,
etc.
Repaving.
Blasting.
Total
Cost.
Average
Cost per
Service.
Average
Cost per
Linear
Foot.
f-inch. ...
161
42
18
3
9
5
9
98
5
4
3,885
1,114
483
91
318
102
292
2,174
306
232
$1,976 65
806 66
439 94
109 65
462 35
169 86
816 98
8,239 19
277 77
160 95
$3,065 53
681 11
337 26
68 99
216 35
76 10
504 10
5,879 92
113 80
65 85
$409 42
52 45
10 00
$383 25
$5,834 85
1,540 22
787 20
178 64
685 39
245 96
1,321 08
14,464 78
391 57
226 80
$36 43
36 67
43 73
59 55
76 15
49 19
146 79
147 60
78 31
113 40
$1 50
1 38
1 63
1 96
6 69
2 16
2-inch ....
2 41
4 52
345 67
6 65
1 2S
16 20
Totals . .
354
8,997
$13,460 00
$11,009 01
$824 23
$383 25
$25,676 49
Two 8-inch pipes or 228 feet were main pipes changed into services.
Table No. XI.
Cost of Service. Pipes Abandoned and Plugged.
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3
54
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$22 75
$23 23
$5 33
$17 90
$5 97
$0 33
f-inch
79
1,861
20 02
682 22
$89 38
791 62
176 99
614 63
7 78
33
5
201
4 40
132 07
136 47
32 28
104 19
20 84
52
1-inch
13
289
2 60
95 25
97 85
61 56
36 29
2 79
13
lj-inch
2
60
88
11 62
12 50
10 81
1 69
85
03
3-inch
3
57
33 41
63 IS
96 59
68 45
28 14
9 38
49
Totals . . .
105
2,522
$61 79
$1,007 09
$89 38
$1,158 26
$355 42
$802 84
6
130
4 26
29 30
33 56
87 22
53 66
1
16
Totals. . . .
112
2,668
$66 05
$1,036 39
$89 38
$1,191 S2
$442 64
$749 18
* Done in connection with relaying new mains at no cost to department.
560
City Document No. 26.
Table No. XII.
Cost of Laying New Services, Excavating and Backfilling Done by Applicant.
Size.
Number.
Length
in Feet.
Material.
Labor.
Teaming.
Total Cost.
Average
Cost per
Service.
Average
Cost per
Linear
Foot.
f-inch
^-inch
12
6
6
5
1
1
2
1
115
53
166
109
46
15
17
$79 67
46 33
156 96
142 64
70 75
69 28
110 39
$26 46
11 77
15 75
17 19
4 75
13 75
23 76
21 00
$16 54
10 44
12 27
14 44
4 74
1 28
6 32
1 46
$122 67
68 54
184 98
174 27
80 24
84 31
140 47
22 46
$10 22
11 42
24 16
34 85
80 24
84 31
70 23
$1 07
1 23
1 11
lj-inch
1 60
1 74
5 62
4-inch
10-inch
8 26
Totals
34
521
S676 02
$134 43
$67 49
$877 94
Table No. XIII.
Cost of Service Pipes, Replacing Others.
Laid.
Abandoned
and
Plugged.
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6
13
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303
625
137
284
466
40
69
11
117
8
10
1
4
4
2
2
1
2,704
239
293
17
121
67
14
34
$394 77
189 08
358 59
118 01
331 46
581 42
13S 54
374 10
21 96
$841 43
2S0 12
707 91
205 89
' 349 34
702 23
141 43
289 03
93 64
$38 61
4 2S
92 77
29 55
36 62
70 94
6 00
$1,274 81
473 48
1,159 27
353 45
717 42
1,354 59
285 97
663 13
115 60
$19 61
52 61
46 37
58 91
55 18
79 68
142 98
132 63
115 60
$1 41
J-inch
1 56
1 85
2 58
l|-inch
2-inch
2 53
2 82
7 15
9 61
10 51
Totals
143
2,941
149
3,489
$2,507 93
$3,611 02
$278 77
$6,397 72
Public Works Department.
561
Table No. XIV.
Service Pipe Repairs.
Cause of Repairs.
Number
of Jobs.
Net Cost.
Boxes established, repaired, regulated and renewed
Cocks established, repaired and regulated
Church cocks replaced with sidewalk cocks
Gates defective
Electrolysis, ashes and rats
Defective pipes and settlement
Pipes regulated '.
Repairs on account of contractors, corporations, other
departments and divisions
Frost
Heavy teaming
Repaved on account of repairs
Rust, dirt and fish
Street repairs
Uprights established, renewed, repaired, relocated and regu-
lated
Letting on and shutting off water
Investigations
152
189
23
13
16
886
17
129
48
35
627
865
1,274
2,840
8,191
774
1,673 67
2,649 85
324 92
184 13
359 31
15,408 16
256 15
1.142 .56
483 52
291 49
4,907 07
3,902 60
6,427 17
5,724 30
8,693 26
2,645 17
$55,073 33
Table No. XV.
Fountain Repairs, 1919.
Causes.
Jobs.
Cost.
$484
34
205
35
22
39
56
49
7
03
54
08
42
48
119
32
4
91
280
04
27.5
14
612
32
31
25
Waste pipes filled with dirt
Defective paving
Defective boxes
Box raised to grade
Frozen
New cooler
Fountain top broken
Relocated
Shut off
Defective cocks
General overhauling
Leaks
Hit by teams
Totals
$2,195 14
562
City Document No. 26.
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Public Works Department.
563
New Fountains Established.
H. Brookside Avenue at Cornwall Street, West Roxbury.
Cost of
Material.
Cost of
Labor and
Teaming,
etc.
Total Credit
Direct Stock
Cost. Returned.
Net
Direct
Cost.
$311 33
$308 06
$619 39
$287 76
$331 63
* For fountain description, see Table No. V.
Table No. XVII.
Water Posts Established and Abandoned.
Established.
ABASDOX'ED.
Harrison avenue, opposite No. 16, city proper.
Springfield street, at Washington street, city proper.
Harrison avenue, opposite No. 16, city proper.
Massachusetts avenue, at Washington street, city proper.
Commonwealth avenue, at St. Mary's street, Roxbury.
Commonwealth avenue, near Granby street, Roxbury.
Audubon road, near Agassiz road, Roxbury.
Boylston road, at Boston & Albany Bridge, Roxbury.
Brighton avenue, at Commonwealth avenue, Brighton.
Commonwealth avenue, opposite Pleasant street,
Brighton.
Saratoga street, opposite No. 855, East Boston.
Cost of
Material.
Labor
and
Teaming.
Total
Direct
Cost.
Credit
Stock
Returned.
Net
Direct
Cost.
Coat of established and abandoned water posts
$47 19 | $165 12
$212 31
$122 42
$89 89
Table No. XVIII.
Standpipes for Street Watering by Electric Cars.
Established.
Abaxdoxed.
Broadway, opposite No. 473, South Boston.
Broadway, at Emerson street, South Boston.
Washington street, between Marcella and Townsend
streets, Roxbury.
Dorchester street, at Broadway, South Boston.
Emerson street, at Broadway, South Boston.
Washington street, opposite Bragdon street, Roxbury.
Cost of
Material.
Cost of
Labor and
Teaming.
Cost.
$331 29
$278 74
$610 03
564
City Document No. 26.
Table No. XIX.
Water Post Repairs, 1919.
Causes.
Number
of Jobs.
Cost.
Renewed broken arms
Raised boxes to grade
Renewed decayed boxes
Renewed defective covers
Shut off and let on
Relocated
Defective paving
Leaks caused by defective cocks
Leaks caused by defective pipes and valves
Hit by teams
Hit by automobiles
Posts broken
Totals
4
13
24
3
21
5
10
2
45
10
5
$44 79
72 71
342 59
21 41
76 25
150 37
85 09
10 54
513 60
261 40
87 71
148 43
$1,814 89
Table No. XX.
Meters Set for Meter Branch.
Number Set.
Cost of
Material.
Cost of Labor,
Teaming and
Car Fare.
Total Cost.
Outside.
Inside.
7
41
2
f-inch. .
J-inch. .
J-inch. .
1-inch. .
1-inch. .
1^-inch. .
lj-inch. .
2-inch . .
3-inch . .
8-inch . .
$35 70
72
57 32
21 82
10 96
57 88
1 40
43 04
9 93
$101 20
6 08
52 91
15 31
15 08
64 05
5 27
42 58
34 63
22 13
$136 90
6 80
110 23
2
37 13
5
2
26 04
121 93
5
1
6 67 "
85 62
2
44 56
1
22 13
22
46
$238 77
$359 24
* $598 01
*Ab<
>ve is exclus
V(
i of cost of me
ters.
Public Works Department.
565
Table No. XXI.
Meters Repaired for Meter Branch.
*
Causes.
Jobs.
Cost.
157
39
6
13
210
34
11
752
14
277
91
$2,952 42
215 47
531 01
61 75
533 88
70 49
130 00
1,962 74
26 50
696 51
716 00
Totals
1,604
$7,896 77
566
City Document No. 26.
Table No. XXII.
Machine Shop.
Stock Manufactured from the Rough. .
KiN'D.
Number. Labor.
46
Per Cent
Added.
Stock.
Cost
Each.
Total
Cost.
Ordinary post hydrant, No. 2
Bachelder and Finneran post hydrant . .
4-inch gates
6-inch gates
8-inch gates
10-inch gates
12-inch gates
16-inch gates
20-inch gates
f -inch sidewalk cocks
f-inch sidewalk cocks
1-inch sidewalk cocks
|-inch corporation cocks
2-inch corporation cocks
1-inch corporation cocks
1 J-inch corporation cocks
f -inch coupling nuts
1-inch coupling nuts
l|-inch coupling nuts
f-inch coupling tubes
j-inch couplings tubes
f-inch male couplings
2-inch combination couplings
f-inch iron plugs
Installing bushings in sidewalk uprights.
Hydrant wastes
Totals.
119
8
55
65
39
20
57
30
4
671
50
23
799
75
51
62
2,735
279
59
1,096
92
1,100
50
9 68
843
339
$12 96
28 26
7 02
8 98
9 76
14 04
16 10
32 42
106 18
72
82
1 05
54
84
98
1 21
05
10
12
05
04
08
36
15
08
28
$18 92
41 41
10 25
13 11
14 25
20 50
23 51
47 33
155 02
1 05
1 20
1 53
79
1 23
1 43
1 77
07
15
18
07
06
12
53
22
12
41
$35 2S
59 75
10 10
17 61
27 23
42 18
52 98
81 69
232 05
90
1 09
1 29
33
53
89
1 79
05
14
29
04
02
' 09
1 03
02
16
28
$54 20
101 16
20 35
30 72
41 48
62 68
76 49
129 02
387 07
1 95
2 29
2 82
1 12
1 76
2 32
3 56
12
29
47
11
OS
21
1 56
24
28
69
$6,449 80
809.28
1,119 25
1,996 80
1,617 72
1,253 60
4,359 93
3,870 60
1,548 28
1,308 45
114 50
64 86
894 88
132 00
118 32
220 72
328 20
80 91
27 73
120 56
7 36
231 00
78 00
232 32
236 04
233 91
$27,455 02
Public Works Department.
567
Table No. XXIII.
Machine Shop.
Stock Repaired and Miscellaneous Work.
Number. Total Cost.
4-inch gates
6-inch gates
8-inch gates
10-inch gates
12-inch gates
16-inch gates
Boston post hydrants
Lowry hydrants
Ordinary post hydrants
f-inch corporation cocks
f-inch sidewalk cocks
f-inch coupling tubes
Accommodation work for other services .
Stock consigned to junk (labor only)
Repairs on toolhouse wheels
Made two new tools
1
4.3
41
3
4
6
4
51 !
82
603
$6 56
185 55
98 93
7 72
13 83
19 21
36 42
290 37
759 17
2 92
6 82
10 95
149 48
41 36
14 15
11 93
Total.
$1,655 37
Table No. XXIV.
Blacksmith Shop.
Sharpened 5,346 picks, 569 bars and 1,753 chisels .
Made 488 various kinds of tools
Repaired 326 various kinds of tools ....
Repairs in garage, 710 Albany street.
Erected trolley and track in meter room, 710 Albanjr street
Eight wagons repaired
Repairs in stable, 710 Albany street ....
Sharpened 24 scarifiers for Paving Department
Repaired elevator in machine shop, 710 Albany street
Various small repairs in yard, 710 Albany street
Made 12^-inch keys and 28 cock handles
Repaired elevator in meter room, 710 Albany street
Made new end on gate extension ....
Repaired fence at East Boston reservoir .
Made 12TVinch auto brake rods ....
Sharpened 30 picks for Sewer Department
$1,336 49
832
ss
275
73
63
05
55
48
52
38
29
52
23
83
21
20
15
52
15
01
14
16
3
40
3
39
2
70
1
27
$2,746 07
568
City Document No. 26.
Table No. XXV.
Carpenter Shop.
Stock Manufactured.
Number.
Total Cost.
Boston Lowry hydrant boxes at $10.56
Small gate boxes at $6.64
Boston hydrant boxes at $7.36
Lowry hydrant boxes at $7.85
Large gate boxes at $8.17
Meter boxes at $7.46
Deacon meter boxes at $8.17
Post hydrant boxes at $7.86
Pieces for raising small gate boxes at $0.11 per inch
Pieces for raising lowry hydrant boxes at $0.11 per inch.
Pieces for raising meter boxes at $0.11 per inch
Pieces for raising large gate boxes at $0.11 per inch
Tops for small gate boxes at $0.89
Tops for Lowry hydrant boxes at $1.10
Tops for large gate boxes at $1
Tops for post hydrant boxes at $1.10
Made wooden horses
Tops for Boston hydrant boxes at $1
39
23
11
10
6
4
3,168 in.
1,504 in.
712 in.
414 in.
133
30
22
19
12
$411 84
152 72
80 96
78 50
65 36
52 22
49 02
31 44
348 48
165 44
78 32
45 54
118 37
33 00
22 00
20 90
11 76
7 00
Total.
$1,772 S7
Table No. XXVI.
Carpenter Shop.
General repairs in stable, 710 Albany street
Made new office in West Roxbury yard .
Repairs in machine shop, 710 Albany street
General repairs in Brighton yard
Repaired 292 tools
Made 167 tools
Repairs in garage, 710 Albany street.
General repairs in meter shop, 710 Albany street
Various repairs around yard, 710 Albany street
Work for Income Branch, City Hall Annex
Repairs in auto repair shop, 710 Albany street
Repairs in office at 710 Albany street
Twelve wagon repairs
General repairs at Dorchester yard
Repaired sign, "Do not anchor," at Squantum
Repairs on fence at East Boston reservoir
Repairs in plumbing shop, 710 Albany street .
$1,609 00
777 85
367 04
257 6S
255 81
252 46
207 53
205 06
121 OS
97 22
69 75
59 23
35 67
36 82
36 57
32 53
5 26
$4,426 56
Public Works Department.
569
Table No. XXVII.
Plumbing Shop.
Repairs in machine shop
Repairs in garage
Installing hot water radiator in West Roxbury yard
Calked 132 hubs on 2-inch and 3-inch extension pieces
Accommodation work for other services .
Repairs in stable, 710 Albany street .
Repaired 20 tools
Repaired 17 pumps
Made 6 new tools
Various repairs around yard, 710 Albany street
Repairs in West Roxbury yard ....
Repairs on harbor service boat ....
Repairs in Hyde Park yard ....
Repairs on autos
Built up patterns for machine shop .
$295 93
279 80
106 51
89 19
88 97
51 80
43 71
35 95
33 07
30 46
20 69
8 79
8 58
8 18
3 76
1,105 39
Table No. XXVIII.
Miscellaneous.
Twenty-three hundred and forty-one inspections of patch
paving
General repairs and work in garage, 710 Albany street .
Accommodation work for other services and departments
Changing heating apparatus in main building, 710 Albany
street
Made up electric thawing outfit . . . .
Accommodation work for private persons and corporations
Repairs in machine shop, 710 Albany street .
Repairs in emergency station, 710 Albany street .
Repairs in auto repair shop, 710 Albany street
General electric repairs in Albany street yard .
Repairs on derrick in yard, 710 Albany street
Delivering water to contractors, corporations, other services
and dwelling houses ... ....
Made new concrete base for stone hammer in blacksmith
shop, 710 Albany street
Made repairs on boiler in engine room, 710 Albany street
Paving yard driveway, 710 Albany street.
Accommodation work at Army Base, South Boston
Repairs on water trough in West Roxbury yard
Miscellaneous work . . . . .
Seven Deacon meter boxes renewed at various locations
2,052
81
1,935
07
587
77
556 78
544
if.
485
62
208
27
200
43
197 28
184 44
99
SI)
82
53
48
56
25
os
139
36
11
96
1
39
17
40
104
49
$7,483 20
570
City Document No. 26.
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City Document No. 26.
WATERWORKS STATISTICS — CITY OF BOSTON.
For the Fiscal Year Ending January 31, 1920.
Consumption.
Estimated population supplied
Total consumption for the year 1919
Passed through meters for the year 1919
Percentage of consumption metered
Daily average consumption for the year 1919
Gallons per day to each consumer
Distribution.
Kind of pipe: Cast iron, wrought iron.
Sizes : 2-inch to 48-inch.
Extended, miles: 4.
Sizes, enlarged, miles: 5.02.
Total miles now in use: 876.52.
Public hydrants added : 72.
Public hydrants now in use: 9,741.
Stop gates added: 146.
Stop gates now in use: 13,050.
Stop gates smaller than 4-inch: 27.
Number of blow-offs: 663.
Range of pressure in mains: 30 to 90 pounds.
804,140
32,723,126,000 gallons.
16,656,137,250 gallons.
50.9
89,652,400 gallons.
Ill gallons.
Table Showing Daily Consumption of Water in the City of Boston, Number of Services,
Percentage of Services Metered, and Decrease in Daily per Capita Consumption Since the
Meter Law of 1907 Became Effective.
Year.
a
|
id
^ s
■- S3
dj o
■SB
c a
3d
^ 3
Si o
.am
£ a
Percentage of Serv-
ices Metered.
C3 .
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a°
Ok
Ph o
n
•S 2
Daily Consumption
in Boston
(Gallons).
03
'a
liOO
£oO
p
a
o.-S
o &-g
a§Q
P-.
Daily Consumption
in Metropolitan
District
(Gallons).
O °5
ft£0
Ids
1907
93,942
5,185
5.5
628,520
96,422,800
153
955,760
124,145,600
130
1908
94,960
5,380
5.7
643,810
98,379,300
153
973,320
125,441,000
129
1909
96,132
12,048
12.5
659,110
94,029,900
143
997,760
119,119,100
119
1910
93,780
18,467
19.7
674,400
87,346,700
130
1,022,230
112,092,100
110
1911
95,037
25,206
26.5
688,520
85,571,500
124
1,046,630
109,994,800
105
1912
99,700
* 34,565
34.8
718,900
90,037,500
125
1,0S6,690
116,230,700
107
1913
101,100
41,168
40.7
735,098
79,390,600
108
1,104,263
103,847,700
94
1914
102,449
48,091
46.9
747,830
81,877,800
109
1,134,180
107,036,100
94
1915
103,980
54,458
52.3
t 745,439
77,051,800
104
1,164,600
101,941,500
88
1916
105,386
60,129
57.5
762,700
80,358,800
105
1,190,220
106,337,800
89
1917
105,352
63,071
59.9
776,520
82,073,200
106
1,215,840
110,032,300
90
1918
105,458
63,187
59.9
790,330
94,634,000
120
1,241,460
129,764,000
105
1919
108,568
64,078
59.0
804,140
89,652,400
111
1,267,080
120,593,500
95
* 2,562 services and 1,540 meters acquired by annexation of Hyde Park.
t Actual census.
Average Monthly Heights, in Feet, Above Boston City Base to Which Water Rose at Different Stations.
Southern High Service.
Northern High Service.
1919.
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
Rellevue 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.
Water Service
Yard,
Eagle Street,
East
Boston.
Engine House
No. 32,
Bunker Hill
Street,
Charlestown.
3 a.m.
9 a.m.
3 a.m.
9 a.m.
3 a.m.
9 a.m.
3 a.m.
9 a.m.
3 a.m.
9 a.m.
3 a.m.
9 a.m.
3 a.m.
9 a.m.
3 a.m.
9 a.m.
3 a.m.
9 a.m.
3 a.m.
3 a.m.
9 a.m.
247
245
250
250
249
248
247
247
247
247
248
248
233
234
234
233
234
231
233
233
232
231
234
231
242
243
247
244
244
240
243
241
240
242
243
241
230
230
234
231
230
227
231
230
228
235
229
228
238
238
244
245
246
243
240
242
241
237
235
239
233
227
229
230
229
228
227
229
227
225
225
222
244
244
247
246
245
245
243
242
244
236
236
234
232
235
233
237
234
233
234
235
232
223
229
225
230
231
234
237
222
225
235
235
236
239
239
238
223
218
220
219
225
225
228
229
228
231
232
230
251
251
250
251
251
250
250
248
249
250
251
252
243
243
245
241
239
238
239
239
238
239
240
241
240
245
246
245
245
245
243
245
245
239
247
245
238
240
240
235
239
236
237
247
236
238
238
237
253
253
253
254
251
251
250
248
249
250
250
251
245
245
249
249
244
243
244
243
242
246
244
246
244
252
249
246
244
244
248
250
250
254
252
249
237
244
239
236
233
234
237
239
237
238
240
247
153
156
156
156
157
155
156
157
156
156
156
153
143
145
147
151
147
146
148
149
148
146
148
165
166
164
165
165
165
166
165
164
166
165
165
161
156
March
159
A ril
160
M
159
June
157
161
160
Se tember
158
159
159
160
Average Monthly Heights, in Feet, Above Boston City Base to Which Water Rose at Different Stations.
Low Service.
1919.
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
South End.
Water Serv-
ioa Yard,
Gibson Street,
Dorchester.
3 a.m.
January
February. . . .
March
April
May
June
July
August
September. . .
October
November. . .
December. . .
160
153
153
154
153
153
153
153
153
152
153
152
166
167
166
167
168
168
168
168
166
168
167
166
146
151
152
151
150
150
148
149
150
149
150
149
146
150
150
152
147
148
145
145
146
147
148
148
147
148
150
151
150
144
144
146
147
146
148
151
151
151
151
152
143
146
146
149
144
146
146
138
149
150
151
151
150
149
150
150
150
150
152
149
144
146
148
148
144
143
147
145
143
145
148
144
151
151
153
153
152
152
152
151
151
151
152
148
149
148
150
150
148
148
149
147
148
148
149
144
148
149
152
151
151
152
150
150
151
151
148
146
141
143
145
145
143
143
145
144
141
144
145
144
153
151
152
151
150
151
152
152
151
150
150
150
151
150
150
149
147
149
144
149
147
148
146
147
149
149
151
152
153
145
149
148
147
154
152
151
140
142
146
146
146
140
146
146
150
153
146
142
' Gauge out of order.
Public Works Department.
581
HIGH PRESSURE FIRE SERVICE.
During the past year, 8,193 linear feet, or 1.55 miles,
of 20-inch, 16-inch and 12-inch pipe was laid under
contract, on which was installed twenty-nine hydrants.
The total mileage now in the system is:
2.97 miles
4.39 miles
2.17 miles
20-inch pipe.
16-inch pipe.
12-inch pipe.
Total, 9 . 53 miles.
Total hydrants, 262.
Financial Statement for the Year Ending January 31, 1920.
Appropriations to January 31, 1920 .
Expended to January 31, 1919 .
Expenditures during the year 1919-20 :
Salaries and wages :
Engineers and
assistants . . $5,553 88
$820,299 76
Inspectors
Laborers .
Mechanics
Clerk
Foremen .
4,741 48
1,412 30
1,032 75
221 45
22 38
Total pay roll
Construction of distribution system
Water pipes and casting:
Tools and repairs, hardware and
small supplies, etc.
Paving, street repairs, etc.
Traveling expenses .
Printing ....
Stationery .
Teaming, freight, etc.
Meals for engineers and inspectors
Professional services
Advertising
Fuel
Telephones
Oils .
Electric lighting
Automobile repairs
Gravel
Expenditures, 1919-20 .
$1,000,000 00
$12,984 24
78,475 62
5,686 18
1,564 09
1,140 05
391 59
281 86
183 06
178 00
118 00
50 22
32 60
31 14
23 74
20 09
9 00
6 90
1 80
101,178 18
Total expenditures to January 3 1,1920 921,477 94
Unexpended balance January 31, 1920 $78,522 06
582 City Document No. 26.
APPENDIX F.
REPORT OF THE BOSTON AND CAMBRIDGE
BRIDGE COMMISSION.
Boston, February 2, 1920.
To the Honorable the Mayor:
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
ending January 21, 1919.
This commission is composed of two members, one
appointed by the Mayor of the City of Boston and the
other by the mayor of the city of Cambridge, under
provisions of chapter 467, Acts of 1898.
The commission has charge of the maintenance of the
following-named bridges connecting Boston and Cam-
bridge: Anderson, Brookline Street, Cambridge, Harvard,
Prison Point, River Street and Western Avenue to
Cambridge.
As there is no separate appropriation made for the
City of Boston's portion of the expenses of this com-
mission, same is taken from the appropriation for the
Bridge and Ferry Division, Bridge Service. The amount
expended during the fiscal year ending January 31,
1920, was $26,390.52.
Brookline Street Bridge.
The under planking on this bridge, over the tracks of
the Boston & Albany Railroad, is in bad condition and
should be replaced. A large amount of patching has been
done on this bridge during the past year.
Harvard Bridge.
The contract with the Rowe Contracting Company
for replanking and repaving the bridge was completed
May 9, 1919. This work was delayed on account of the
difficulty in securing materials while the war was on.
Public Works Department. 583
It was found that nearly all the stringers and practically
all the deck planking was rotten. New deck planking
was laid and a mill- type floor of beech and maple strips
nailed together in slabs was placed for a wearing surface.
On the draw span some new stringers were placed and
an entire new under deck and surface of sheathing was
built. The draw span was also raised to correspond with
the grades of the approach spans.
Prison Point Bridge, River Street Bridge and
Western Avenue Bridge.
Patching and sheathing wsas done on these bridges
during the past year.
Respectfully submitted,
Thomas F. Sullivan,
Commissioner for the City of Boston.
584
City Document No. 26.
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DOCUMENT NUMBERS OF ANNUAL REPORTS OF THE
PUBLIC WORKS DEPARTMENT.
Name of Document.
For
Year.
Pub.
Year.
No. of
Doc.
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
1911
1912
1913
1914
1915
1916
1917
1918
1919
1912
1913
1914
1915
1916
1917
1918
1919
1920
29
29
26
26
26
26
26
26
26
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