^
ANNUAL REPORT
PUBLIC WORKS DEPARTMENT
YEAR 1920
COMPLIMENTS OF
Thomas F. Sullivan,
Commissioner of Public \^orks
PLEASE EXCHANGE
CITY OF BOSTON
PRINTING DEPARTMENT
1921
/
ANNUAL REPORT
PUBLIC WORKS DEPARTMENT
YEAR 1920
)9 i J,» ». J
CITY OF BOSTON
PRINTING DEPARTMENT
1921
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CONTENTS.
Pakt I.
REPORT OF THE COMMISSIONEE
OF PUBLIC WORKS.
Appropriations 5
Appropriations, special 6
Contracts:
Artificial stone sidewalks,
rebate 34
Artificial stone sidewalks,
edgestones, etc 37
Ashes 51
Asphalt pavement 35
Bitulithic pavement 39
Brick block pavement . . 41
Bridge work 28
Catch-basins, cleaning
same 49
Concrete retaining wall. . . 39
Electric lighting 32
Ferry work 30
Gas, furnishing same 32
Gas, lighting streets with
same 32
Granite block: pavement . . 40
Hired teams 27
In force, made in previous
years. Sanitary Service, 52
Miscellaneous, Paving
Service 41
Miscellaneous, Sanitary
Service ,51
Miscellaneous, Street
Cleaning Service 53
Miscellaneous, Water
Service 56
Contracts:
Offal 50
Simasco pavement 36
Paving between tracks .... 39
Sewerage works 44
Sheet asphalt pavement ... 35
Snow and ice 48
Topeka pavement 38
Water pipes, laying 54
Water pipes, relaying .... 54
Watering carts 52
Wood block pavement .... 36
Employees 79
Expenditures 22
Expenditures, by items, seg-
regated budget 10
Tinancial statement 22
General review 2
Maintenance, comparative
table 23
Organization 1
Pavements, area of 59
Pavements, changes in 61
Pavements, length of 60
Pavements miles of 62
Property, personal 62
Property, real 66
Rainfall 58
Revenue 24
Snowfall 58
Street mileage 61 *
Work for next year contem-
plated 4
IV
Contents.
Part II. — Appendix A.
Administration expenses, Central Office .
PAOE
81
Appendix B.
REPORT OF THE DIVISION ENGINEER OF THE
BRIDGE AND FERRY DIVISION.
(Bridge Service.)
(Page 85.)
PAGE
Appropriations, special 96
Appropriations, special, sum-
mary of 96
Bridges, work done on:
Allston Bridge 87
Ashland Street Bridge .... 87
Beacon Street Bridge 87
Berkeley Street Bridge .... 87
Brookline Street Bridge
(over Charles River at
Cottage Farm) 88
Clarendon Street Bridge ... 89
Columbus Avenue Pipe
Bridge 89
Commonwealth Avenue
Bridge, over Boston &
Albany Railroad at Cot-
tage Farm 90
Dorchester Avenue 90
Warren 90
West Fourth Street 92
City base, elevations and
datum 114
Drawtenders' report 113
Elevations, city base 114
Expenditures 100
Expenditures, special appro-
priations *100
Expenditures, special appro-
priations, summary of ... . 103
Financial statement 96
List of Bridges:
In charge of Bridge and
Ferry Division, Bridge
Service 104
In charge of Bridge and ■
Ferry Division and Park
and Recreation Depart-
ment 105
In charge of Park and
Recreation Department, 105
Maintained by Metropoli-
tan Park Commission . . 108
Maintained by railroad
corporation 108
Maintained by United
States Government. ... 110
Of which- Boston main-
tains the part within its
Umits 106
Of which Boston main-
tains the wearing sur-
face 106
Of which Boston pays a
part of the cost of main-
taining 106
Recapitulation of bridges. . . 110
Repairs on bridges 99
Tides, highest and lowest
recorded 115
Width of bridge openings. . . Ill
Work done 87
Contents.
(Ferry Service.)
(Page 116.)
PAGE
Appropriations 116
Appropriations, amount paid
from 122
Appropriations, comparison
of (five years) 119
Appropriations, special 123
Ba'ance sheet 117
Comparative balance sheet
(five years) 119
Comparison of appropria-
tions, receipts and ex-
penditures (five years^ 119
Difference in travel between
ferries 126
PAGE
Expenditures 116
Expenditures, comparison of
(five years) 119
Expenditures and receipts
since 1858 122
Ferryboats 116
Financial statements 116
Receipts at each ferry 125
Receipts, comparison of (five
years) 119
Ticket statement 125
Total travel on both ferries
(six years) 127
Work done 93
Appendix C.
REPORT OF THE DIVISION ENGINEER OF THE
HIGHWAY DIVISION.
General Review.
(Page 128.)
(Lighting Service.)
(Page 131.)
Arc lamps, total cost per
lamp, per annum 138
Defects 133
Electric lights, number and
kind of 133
Electric lights, cost of 137
Expenditures 131
Financial statement 131
Gas lamps, number and
kind of 133
Gas lamps, total cost per
lamp per annum 136
Incandescent lamps, total
cost par lamp per annum, 139
Lamps, number of, installed
during year 133
Lamps, discontinued 133
Lamps, repaired and altered, 134
Number and style of lamps,
January L 1920 135
Outages on street lamps. . . . 135
Rebates 135
Repairs 134
Revenue 132
Work done 130
VI
Contents.
(Paving Service.)
(Page
140.)
PAGE
PAGE
Artificial stone sidewalks . . .
150
Smooth pavements, area of.
414
Asphalt, cost of patching
Smooth pavements, expira-
(ten years) :
tion of guarantv
?91
Acme
432
Snow and ice removed by
Sicilian rock
441
440
contract
Snow and ice removed by
283
Sheet asphalt
Summary of
445
districts by day labor. . . .
283
Assessment streets, work
Snow, summary of volume
done on
153
and cost of
?84
Bitulithic pavement:
Street numbering
290
Cost of patching (ten
Street openings
286
years)
446
Streets :
Summary of
450
Paved with asphalt on
Brick sidewalks, new, by
281
macadam base
144
districts
Paved with granite blocks
Dirt and street cleanings
on concrete base
140
removed
282
Paved with granite blocks.
Edgestones, new, by districts,
281
maintenance of
415
Electric Ught poles
288
Paved with bitulithic
145
Expenditures (summary and
Paved with wood block . . .
147
detail) :
Paved with Simasco
149
Belgrade avenue and
Paved with Topeka
145
Beech street 168
175
Paved with bituminous
Granolithic sidewalks. . .168
175
macadam
150
Highways, making of . . . 168
224
With smooth pavement,
Hyde Park avenue, widen-
expiration of guaranty.
291
ing 169
175
With smooth pavement.
Paving Service
168
summary of
414
Reconstructing and repair-
Work done
140
ing streets by contract, 168
184
By contract, summary of.
163
Street improvements. . . . 168
222
Work done:
Expenditures, objects of. .
170
By day labor, summary of.
167
Expenditures, detail of . . .
171
By department force, de-
Financial statement
168
tail of (between pages
General review
128
266, 267) :
Granite blocks, streets paved
Charged to maintenance . .
267
with, having a mainte-
Charged to Belgrade ave-
nance guaranty
415
nue, and Beech street,
Income
169
recapitulation of
269
Macadam streets, mainte-
Charged to granohthic
nance of
280
sidewalks, recapitula-
Permits
286
288
tion of
970
Permits, revenue from
Charged to highways.
Plans for proposed work. . ...
289
making of, recapitula-
Revenue
169
tion of
276
Contents.
VJl
Charged to Hyde Park
avenue, widening, re-
capitulation of 269
Charged to reconstructing
and repairing streets by
contract, recapitulation
of...: 270
Charged to street im-
provements, appropria-
tion, recapitulation of,
Charged to special appro-
priations, recapitulation
of
273
269
Appendix D.
REPORT OF THE DIVISION ENGINEER OF THE
SEWER AND SANITARY DIVISION.
(Sewer Service.)
(Page
Work done: page
Catch-basins built, charged
to sewerage works 480
Catch-basins built, charged
to other sewer construc-
tion 485. 486
Catch-basins, cleaned by
contract 469
Coal contracts, pumping sta-
tion (Supply Department) 467
Executions of court on ac-
■ count of land-takings .... 477
Expenditures :
Maintenance 458
Maintenance, detail of . . . 462
Maintenance, detail of,
recapitulation of 466
Separate systems of drain-
age 487
Separate systems of drain-
age, detail of 488
Sewerage works, detail of. 470
Sewerage works, loan 471
Financial statement 457
Horses, cost of maintaining . . 488
Land-takings, executions of
court 477
Manholes built charged to
sewerage works 478
Miles of sewers, February 1,
1920 489
451.)
Work done:
PAGE
Old Harbor improvement
expenditures
488
Pumping sewage, average
cost per million foot gal-
lons .
492
Pumping station. Calf Past-
ure, work done
476
Pumping stations, equipment
of
491
Pumps, Calf Pasture, aver-
age lift and dutj'
493
Refuse, removing same from
gate house
494
Schedule of sewers built to
date
489
Sewers built by contract,
force account (between
pages 470, 471).
Sewers built by day labor,
force account (between
pages 470, 471).
Sewers built, charged to
sewerage works
471
Summarv of sewer construc-
tion (twelve months) ......
488
Summarv of sewer construc-
tion (five years)
489
Sludge account
494
Work done
451
Work in charge of division . .
455
Vlll
Contents.
(Sanitary SiERvicE.)
(Page 495.)
PAGE
Appropriations 495
Ashes, collected by contract,
number of loads 503
Carts, capacity of 502
Carts, number of . .• 507
Districts, inap of 508
Expenditures, items of 497
Financial statement .' 495
Force employed on house
dirt and ashes 501
Force employed on house
offal .' 501
Force employed on waste and
rubbish..! 501
Horseshoeing 499
Income 495
Maintenance 495
Materials:
Amount expended on offal,
ashes and rubbish by
districts 500
Ashes and house dirt re-
moved (five years) 501
Collected by districts 504
Cost of collecting and dis-
posing of refuse by con-
tract 506
Cost of collecting and dis-
posing of refuse by day
labor (between pages
506, 507)."
Final disposition of 505
Garbage removed (5 years) 502
Number of loads collected
from February 1, 1916,
to Janiiarj' 27, 1921 .... 502
Offal collected by con-
tract, number of loads. . 503
Waste and rubbish re-
moved (five years) 502
Refuse collected, detail of
(between pages 506, 507).
Revenue 495
Sanitary districts 508
Shops 498
Weight of materials 504
Work done 451
Work done for other services, 486
(Street Cleaning and Oiling Service.)
(Page 509.)
PAGE
Automobiles, detail of cost. . 519
Cost of watering streets by
districts 517
Expenditures, distribution of, 513
Expenditures, items of 509
Financial statement 509
Flushing streets 513
Horses, cost of maintenance, 515
Horses, distribution of 515
Macadam streets, cost of
oiling 516
Oil purchased, number of
gallons and cost of 518
Snow removed, cost of
514
Streets:
Area watered and cost per
square yard
517
Cleaned, total cost of (be-
tween pages 514, 515).
Swept by machines (be-
tween pages 514, 515). . .
Treated with oil, cost of. .
516
Water, amount used
517
Watered, cost by districts,
517
Work done
451
Contents.
Appendix E.
IX
REPORT OF THE DIVISION ENGINEER OF THE
WATER DIVISION.
(Water Service.)
(Page 520.)
PAGE
Abatements 532
Automobiles, cost of opera-
ting 530
Construction, cost of 528
Consumption of water 565
Distril)ution of£mains and
services 565
Elevators 532
Expenditures 523
Expenditures, detail of 524
Expenditures, comparison of, 527
Financial statement 523
Fire pipes 532
Fountain repairs 549
Fountains established and
abandoned 550
Fountains, number of 543
Hydrants, blow-off and reser-
voir pipes 540
Hydrant repairs 545
Hydrants, total number of,
January 31, 1921 541
Hydrants, total number and
kind of, established and
abandoned 545
Income branch .532
Main pipe, cost of extension, 558
Main pipe, cost of replacing, 561
Main pipe, cost of relocation, 564
Main pipe line and valves in
same 539
Main pipe work, mainte-
nance of 544
Meter branch 533
Meter repairs 553
Meters :
Applied 537
Changed 536
Changes, reasons for 537
Condemned 535
In service, January 31
1921 534
Installed 533
On hand January 31, 1921, 533
Purchased 534
Repaired 535
Set 533
Motors ;. 532
Receipts 523
Receipts, comparison of ... . 532
Revenue 523
Service pipes :
Abandoned and plugged . . 547
Cost of laying 547
Cost of laying, detail of. . 548
Laid and abandoned 546
Maintenance of 544
Repairs, cost of 549
Total number and length
of 512
Shops, work done in :
Blacksmith 555
Caqienter 556
Machine 554
Plumbing 557
Miscellaneous 557
Water :
Average monthly heights
at different stations (be-
tween pages 564, 565).
Contents.
Water: ' page
Debt..... 528
Sinking fund 528
Water pipes, total length of, 539
Water pipes, established and
abandoned 551
Water post, repairs 552
PAGE
Water rates, comparative
statement 532
Water, consumption of 565-
Water, turning off and on . . . 532
Waste, prevention of 538
Work done 520
Work done, detail of 520
(High Presstjke Fire Service.)
(Page 566.)
Expenditures 566
Financial statement 566
Work done.
PAGE
566
Appendix F.
REPORT OF THE BOSTON AND CAMBRIDGE
BRIDGE COMMISSION.
(Page 568.)
Bridges in charge of com-
mission 568
Draw openings 572
Drawtenders' report 571
E.xpenditures 570
Work done 568
DOCUMENT NUMBERS OF ANNUAL REPORTS.
(Page 573.)
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PuBUc Wo/^KS Department
1920
ANNUAL REPORT
PUBLIC WORKS DEPARTMENT
A^EAR ENDING JANUARY 31, 1921.
Boston, February 1, 1921.
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, 1921, is respectfully submitted. The Pubhc 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. 22.
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 provision 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, street cleaning
and the oiling and watering of streets.
Water Division. — This division, under a division en-
gineer, has the care of water pipes, installation of meters,
water service, laying and relaying of water mains and
the high pressure fire service.
Review.
A brief summary of the principal activities of the
Public Works Department during the year ending
January 31, 1921, follows:
Bridge Service.
Clarendon Street Bridge, from Stuart street to Colum-
bus avenue. The building of this bridge was started
during the year and the work will be completed early
in the spring.
Ashland Street Bridge. — The rebuilding of the bridge
over the New York, New Haven & Hartford Railroad
tracks has begun and will be finished in about six
months more.
Warren Bridge. — The work started in 1919 is now
practically completed. The rebuilding of this bridge
will permit the operation of the heaviest type trolley
Public Works Department. 3
cars to and from Charlestown and Chelsea in the event
of any delay on Charlestown Bridge.
Roxbury Canal Sea Wall. — The sea wall in front of
the city yards on Albany street has been rebuilt and the
dredging of the canal is now in progress. This will
allow steamers of greater depth than formerly to dock
at the City Hospital coal plant at a saving of about $1 a
ton in the price of coal.
Ferry Service.
''John H. Sulliva7i." — The superstructure of this steel
ferryboat was altered to provide four teaming roadways
with an increased capacity of about 75 per cent.
"Noddle /sZand."— Contract has been made for re-
building this ferryboat to provide four teaming road-
ways and the work will be completed early in the year.
"Governor RusseW and "General Sumner." — The
main engines on both these ferryboats have been over-
hauled and repaired during the year.
New Boats. — Two new ferryboats, each with four
teaming roadways, are being constructed under contract.
These boats are to be equipped with special fire pumps
so as to be available for use in an emergency to assist
the fire boats.
Piers.— The south pier on the East Boston side
North Ferry was rebuilt during the year.
Paving Service.
Smooth pavements, artificial stone sidewalks and
granite block pavement have been laid on a number of
streets during the year in accordance with the policy
adopted two years ago of laying permanent pavement
in the heavy traffic streets and radial highways. About
125,000 square yards of sheet asphalt, 70,000 square
yards of artificial stone, 100,000 square yards of granite
block and 22,000 square yards of wood block were laid
during the year.
Sewer Service.
Stony Brook. — The extension of the covered channel
of the brook, south of Forest Hills, for a distance of
about 900 feet, is now in progress under contract.
Brookline Avenue. — Contract has been made for rein-
forced concrete conduit in this avenue, from Beacon
street to Audubon road, -a portion of the existing wooden
conduit having collapsed during the year.
4 City Document No. 22.
Farragut Road. — A reinforced concrete overflow sewer,
400 feet in length, is being built in that part of the road
formerly under water, but which later is to be filled in.
K and N Streets. — Contract was made during the
year and work is now in progress on the extension of
these overflow sewers. This will remove cause of pollu-
tion of the beach at the Strandway.
Sanitary sewers to the length of about 20,000 feet and
surface drains amounting to about 19,500 feet were
constructed during the year.
Street Cleaning Service.
An Elgin motor-driven sweeper, with gutter attach-
ment, was bought during the year and is giving splendid
service. There are now two of these machines in the
department.
Four tractors to be used in the removal of snow have
been bought during the year.
Sanitary Service.
Payment for the collection and removal of ashes and
garbage in the contract districts on a cubic yard basis
has been continued with satisfactory results.
Water Division.
Leases for space and agreements for power have been
made with the Boston Elevated Railway Company and
the Edison Electric Illuminating Company for the
establishment of high pressure fire pumping stations on
Commercial street, Atlantic avenue and Stuart street.
Contract has been made for the furnishing and erection
of the pumping plants at the Lincoln Power St^ion of
the Elevated and the Atlantic Avenue Station of the
Edison Company.
Waste water surveys have been made in the Charles-
town, Brighton and South Boston districts with gratify-
ing results.
Approximately seven miles of main pipes have been
laid and relaid and about 36,000 feet of water pipe have
been cleaned during the year.
Work Contemplated for 1921.
The construction of a new bridge between Charles-
town and Chelsea is planned for the coming year.
The bridge over the Boston & Albany Railroad at
Cambridge street, Allston, will be rebuilt during 1921.
Public Works Department. 5
Entrances and exits at the ferry piers to allow two
lines of traffic to enter and leave the boats will be recon-
structed during the year.
The laying of smooth and granite block pavements in
the main thoroughfares of the city proper and suburban
districts will be continued as in the past three years.
Extraordinary repairs are to be made to one of the
main engines at the Calf Pasture pumping station.
A new turbine water wheel, controlling gates, gene-
rator and storage battery and electric light system at
Moon Island is planned for the coming year.
An additional motor-driven sweeper will be bought
during the year for the Street Cleaning Service.
It is proposed to continue the waste water survey
which was begun last year and also the cleaning of
water pipes in various sections.
Appropriations.
The money assigned for the work of the Pubhc Works
Department during the year February 1, 1920, to Jan-
uary 31, 1921, was made available from the following
sources :
First. — Maintenance appropriation, derived from the
income of the city raised by taxation. In December,
1919, the department estimates of the money necessary
for the proper maintenance and conduct of affairs of
the different services w^ere 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 appropria-
tions 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
Sanitary Service
Street Cleaning and Oiling Service
Sewer Service
Water Service .
Total
$90,650 58
473,699 74
492,607 43
723,623 98
1,605,884 15
1,528,698 71
954,630 04
534,814 74
1,253,166 33
;7,657,775 70
6 City Document No. 22.
Boston and Cambridge Bridges.*
Second. — Loan inside the debt limit for building new
streets assessable on abutting property authorized by
chapter 393 of the Acts of 1906. (Paving Service.)
Amount expended during the year . . . $533,630 43
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
sewerage works are now built. (Sewerage Works —
Sewer Service.)
Balance February 1, 1920 $343,661 21
Loan 800,000 00
Total $1,143,661 21
Expended during the year 848,045 50
Balance January 31, 1921 . . . . $295,615 71
Fourth. — Separate systems of drainage.
Balance February 1, 1920 $14 22
Expended during the year 14 22
Balance January 31, 1921 . . 0 00
Fifth. — High Pressure Fire Service. (Water Service. )
Balance February 1, 1920 $78,522 06
Appropriation (from cash in treasury) . . 300,000 00
$378,522 06
Expended during the year f 99,502 68
Balance January 31, 1921 .... $279,019 38
Special Appropriations.
Loan inside the debt limit under the provisions of
chapter 661, Acts of 1912, for the widening and laying
out of certain streets in Boston. (Paving Service. )
* Paid by Bridge l-'en-ice and included in that appropriation,
t Total expended to January 31, 1921, SI, 020,980. 62.
Public Works Department. 7
Expended during the year on:
Belgrade avenue extension and Beech street
widening $9,963 06
Hyde Park avenue, widening .... 49,511 97
Total *$59,475 03
Bridges, Repairs, Etc. (Bridge Service.)
Balance, February 1, 1920 $155,255 22
Appropriations from taxes 45,000 00
Revenue 22,774 05
Total $223,029 27
Expended during the year 194,275 48
Balance January 31, 1921 .... $28,75379
Ashland Street Bridge, Reconstruction. (Bridge
Service.)
Appropriation, (from cash in Treasury) . . $65,000 00
Expended during the year 1,432 51
Balance January 31, 1921 $63,567 49
Brookline Avenue Bridge. (Bridge Service.)
Balance February 1, 1920 $926 90
Expended during the year 212 99
Balance January 31, 1921 .... $713 91
Chelsea Bridge South. (Bridge Service.)
Balance February 1, 1920 $16,303 04
Expended during the year 1,435 50
Balance January 31, 1921 . . . . $14,867 54
Granite Avenue Bridge, Appropriation From Taxes.
(Bridge Service.)
Appropriation $2,814 86
Expended during the year 2,396 93
Balance January 31, 1921 $417 93
* See, also, Highways, Making of, detail.
8 City Document No. 22.
* Sea Wall, Etc., Roxbury Canal. (Bridge Service.)
Balance February 1, 1920 $6,585 30
Loan issued 250,000 00
Total ........ $256,585 30
Expended during the year 147,092 61
Balance January 31, 1921 . . . . $109,492 69
Strajjdway and Old Harbor Improvement. (Bridge
Service.)
Balance February 1, 1920 $250 00
Expended during the year $250 00
East Boston Ferry Improvements, Etc. (Ferry Service.)
Loan under chapter 315, Acts of 1920, outside
of debt limit t $1,000,000 00
Expended during the year 156,600 71
Balance January 31, 1921 f $843,399 29
Ferryboat "Noddle Island." (Ferry Service.)
Appropriation $160,000 00
Expended during the 3^ear 59,676 62
Balance January 31, 1921 .... $100,323 38
Ferryboats, Repairs, Etc. (Ferry Service.)
Balance February 1, 1920 $27,904 00
Expended during the year 24,544 32
Balance January 31, 1921 .... $3,35968
Granolithic Sidewalks. (Paving Service.)
Balance February 1, 1920 $3,684 16
Appropriation from taxes 50,000 00
Total $53,684 16
Expended during the year 53,684 16
* Does not include loan authorized but not issued S80,000.
t $500,000 not issued.
Public Works Department. 9
Reconstructing and Repairing Streets by Contract.
(Paving Service.)
Balance February 1, 1920 $374,387 51
Appropriation from taxes 750,000 00
Total $1,124,387 51
Expended during the year 942,637 65
Balance January 31, 1921 . . . $181,749 86
Street Improvements. (Paving Service.)
Balance February 1, 1920 $27,225 99
Appropriation from taxes 250,000 00
Transfer 50,000 00
Total $327,225 99
Expended during the year 327,225 99
Balance January 31, 1921 . . $0 00
Land and Buildings, Sanitary and Street Cleaning
Division Dorchester. (Sanitary Service.)
Appropriation $13,500 00
Expended during the year 13,500 00
Old Harbor Improvement. (Sewer Service.)
Loan * $10,000 00
Expended during the year 9,966 17
Balance January 31, 1921 . . . . $33 83
* Loan authorized but not issued, $90,000.
10
City Document No. 22.
Expenditures Under the Maintenance Appropriation of the
From February 1, 1920,
Group and Item.
Central.
Bridge.
Personal Service as per Schedui.e A;
1. Permanent employees
2. Temporary employees
3. Unassigned
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 preventative
27. Testing materials and supplies
28. Expert and architect
29. Stenographic, copying and indexing .
30. Religious
31. Extermination of insects
32. Towing
$82,001 76
1,224 25
193 27
399 78
2,250 80
$301,468 43
6,044 95
5,454 31
120 55
79 57
514 82
1 55
233 83
10,. 569 90
150 93
6 00
16 85
173 68
292 56
2,324 58
13 80
55 00
1,079 72
Public Works Department.
11
Several Services by Items of the Segregated Budget.
to January 31, 1921.
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer.
Water.
Totals.
$5,385 3C
$769,385 63
$700,971 17
22,600 66
30,874 36
1,162 06
123 24
47 60
173 80
9 87
109,066 54
$581,768 42
$307,690 6fl
820 IS
11,866 91
134 80
273 38
64 30
1,746 19
66 92
316 22
264 12
3,362 31
$663,016 07
$3,679,506 82
43,234 20
145,590 94
3,177 53
1,815 66
527 07
30,360 11
45.671 20
17,629 21
163 50
588 34
181 15
5,532 32
376 32
234 13
29 00
428 34
67 10
1,110 96
187 24
41,257 07
55 54
27 20
122 10
285 13
122,369 48
26 74
9,713 86
1.118 96
277,220 04
264 12
1,503 33
4,585 73
357 85
1,702 84
28.028 60
704,643 S3
8,597 16
704,643 83
2.624 85
1,020 00
2,675 00
821 10
1,250 28
9 00
1.807 36
4.375 43
467 31
,3 00
744 38
1,060 38
7,966 46
12 50
1,645 46
2,705 05
90 15
115 50
4 00
59 35
747 43
3,165 56
5,760 26
787 28
1,077 66
124 10
6,205 76
15,060 57
14,500 30
151 SO
156 65
294,666 81
140,566 66
110 40
54,139 21
57 25
30 34
54,638 45
294,724 06
140,903 56
405 395 81
79 75
405,395 81
113 50
299 00
1,397 12
257 15
95 55
456 61
33 70
45 00
295 00
285 40
15 00
44 50
271 22
348 05
4 50
1,099 61
. 3,067 16
•
1,086 25
n086 25
4,583 35
135 00
1,747 55
832 50
12
City Document No. 22.
Expenditures Under the Maintenance Appropriation of
Group and Item.
Central.
Bridge.
Ferry.
B. Service other than Personal: cont'd.
33. Interpreters
34 . Jurors
$12 00
§28 00
54 00
27 04
$25 00
38. Burial
39. General plant
84 00
51,645 64
113,060 88
40. Harness, etc., repairs
41. Horseshoeing and clipping
42. Repairing streets
C. Equipment:
1. Apparatus, cable, wire, etc
2. Machinerv' 1
3. Electrical
4. Motor vehicles
2,496 13
1,550 13
5. Motorless vehicles
6. Stable
7. Furniture and fittings
45 40
6 73
9. Office
220 50
114 00
10. Library
367 00
12. Medical, surgical, laboratory
944 25
1,982 62
14. Live stock
15. Sanitarv'
16. Wearing apparel
17. General plant
758 93
1,253 17
125 48
4,081 73
12 55
D. Supplies:
1. Office
1,683 64
1,338 15
93 19
3. Fuel
130,772 92
4. Forage and animal
6. Library
7. Veterinary
1 48
100 10
438 20
Public Works Department. 13
the Several Services by Items of the Segregated Budget. — Continued.
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer.
Water.
Totals.
$12 00
$10 00
$586 00
60 00
$22 00
$609 00
$97 58
47 00
5 00
$277 02
10 00
1.629 60
196 00
32 04
10,746 87
8,023 59
323 45
4,225 65
1,511 90
5,550 86
16,173 93
92
32,447 26
13 25
612 15
18,774 69
239,244 93
337 62
4,372 25
4,001 50
13,211 55
337 37
19,112 06
7,309 75
7,309 75
264 61
9,586 92
264 61
156 93
8,435 98
125 00
1,225 86
11 50
1,672 78
738 00
2,581 02
36 99
14,862 38
1,146 51
1,929 10
2,387 72
41,148 97
2,009 51
313 40
31 00
24 25
6,080 38
124 87
374 85
205 35
914. 70
367 00
5,643 48
375 00
3,020 62
37,400 00
7.518 99
1,403 02
61,783 92
82,296 90
37.775 00
292 31
98 21
7,654 94
1,098 20
8,536 53
33,884 98
11 50
252 69
2,315 44
655 75
3,504 05
81,426 74
4 65
163 26
358 22
2,312 77
1,091 45
598 97
65,258 68
813 18
2,178 15
2,413 28
103 70
151,182 88
6,643 84
9 60
240 32
444 37
8,175 68
65 60
3.863 01
8,986 90
1.520 57
359 00
160 32
4.462 12
27,307 39
3,233 37
302,540 09
196,201 14
14 25
144 47
237 22
478 74
127 76
177 67
137 01
25 45
101 46
826 33
247 64
1,390 87
14 City Document No. 22.-
Expenditures Under the Maintenance Appropriation of
Group and Item.
Central.
Bridge.
Ferry.
D. Supplies. — Cont'd.
9. Educational and recreational
10. Agricultural
$490 96
$1,880 26
12. Militarj-
$138 40
16. General plant
1,781 03
120 92
4,021 68
E. Materials:
54 83
2. Highway
3. Bridges
39,600 74
4. Ferries
16.472 73
6. Water
409 49
522 58
10. Electrical
664 30
1 1 . Marine
43 94
F. Special Items:
5 Interest
6. Military
7. Pensions and annuities
2,789 79
7,603 11
8. State and military aid, soldiers' relief and
837 71
Public Works Department. 15
the Several Services by Items of the Segregated Budget. — Continued.
Lighting.
Paving.
Sanitarj'-
Street
Cleaning.
Sewer.
Water.
Totals.
$192 90
$2,320 75
$528 68
$3,468 49
$2,270 87
$9,065 93
$20,218 84
141 55
80 50
78 42
302 08
15 36
756 31
4.436 25
1,481 58
188,822 46
504 10
414 08
1,973 77
38 14
84,535 94
4,443 75
3,396 85
5,001 88
104 13
22,162 46
5,610 53
273,358 40
39,600 74
16,472 73
9,791 12
9,791 12
245,769 63
245,769 63
409 49
74 14
240 56
730 67
693 01
2,925 26
12,968 27
22,146 45
8,026 96
2,082 76
3,731 99
49,000 37
37,158 54
37,158 54
360 OC
35,299 0£
17,525 71
12,355 W
13,795 45
25,981 6C
115,709 79
1.958 9;
J 10,144 5:
> 3,031 1.
) 2,289 i;
> 1,457 T.
> 19,719 18
16 City Document No. 22.
Expenditures Under the Maintenance Appropriation of the
Group and Item.
Central.
Bridge.
Ferry.
F.
Special Items. — Concl'd.
12. Contracts for construction where money is
derived from taxes as per Schedule B
13. Industries
G.
Incidental Expenditukes to Cover Contin-
gencies Other than Personal Service:
Totals
$91,373 98
$436,999 95
$574,754 54
Public Works Department. 17
Several Services by Items of the Segregated Budget. — Concluded.
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer.
Water.
Totals.
$82,004 92
$82,004 92
S722,134 24
$1,589,641 10
$1,508,102 71
$983,597 25
$616,461 55
$1,253,166 33
$7,776,231 66
18
City Document No. 22.
Expenditures Under the Maintenance Appropriation of
From February I, 1920,
Group and Item.
Central.
Bridge.
Ferry.
Schedule A. Person.vl Service.
Commissioners
Division engineers
Engineers in charge
Secretary and chief clerk
Clerks and stenographers
Messengers
Chief engineer (civil)
Assistant engineers (civil)
Draughtsmen
Instrumentmen
Rodmen
Inspectors "
Foremen
Subf oremen
Investigator
Address printer
Blue printers
Boys
Chauffeurs
Cement testers
Chief i nspcDtors
Chemist and assistant
Claim agent
Cashiers
Constable
Coal passers
Captains
Drawtenders and assistants
Deckhands
Engineers (steam)
Electricians
Emergencymen
Feeders
Gatemen (ferry)
General foreman
Janitresses
Joiners and carpenters
$9,000 00
$3,750 00
3,000 00
3,885 24
870 33
1,377 00
4,138 48
1,959 73
3,902 61
53,868 37 3,272 28
11,512 65
6,290 75
3,994 14
1,146 57
2,375 12
4,428 75
6,534 00
210,240 89
1,720 20
$1,2.50 00
1,070 85
351 00
1,959 73
26,078 55
29,950 51
26,737 50
1.720 20
21,081 28
2,740 65
5,319 00
3,687 25
Public Works Department.
19
the Several Services by Items of the Segregated Budget.
to January 31, 1921.
Lighting.
Paving.
SaniWry.
Street
Cleaning.
Sewer.
Water.
Totals.
$9,000 00
$1,250 00
$3,750 00
500 00
$1,666 64
$1,666 67
$1,666 64
1,745 12
$5,000 00
3,500 00
19.999 95
5.745 12
3,902 61
3.171 61
21,274 24
1.766 90
440 92
4.106 91
63,278 08
1.455 36
152.249 33
1,455 36
6,022 83
455 11
5.042 10
1,956 68
37.862 88
22,028 92
35,790 42
5.984 42
4,1.36 97
7,951 40
1,958 80
29,744 37
6,498 02
423 75
1,671 80
11.101 37
3,493 20
0.763 37
1,512 63
49.325 72
24.346 06
1,299 00
37,021 27
14,376 03
23,751 01
6,574 68
60.114 42
24,259 80
78.058 35
4,249 70
257,490 86
81,382 50
41,841 92
1,071 SO
2,028 IS
2,028 18
3.885 24
531 00
5,380 00
1.401 33
963 69
3,776 00
5,015 20
6,771 00
14,588 69
44,756 58
4,138 48
750 00
1,660 01
2,410 01
1.959 73
1,959 73
1.361 64
1,301 04
11,167 75
11.167 75
20.078 55
210,240 89
29,950 51
13,814 75
10.786 50
1.617 75
1.542 00
1,759 76
16.653 00
52.739 25
6,817 91
16,053 00
3,897 00
3,816 00
7,713 no
21,081 28
4.483 76
7.224 41
5,319 00
3,687 00
20 City Document No. 22.
Expenditures Under the Maintenance Appropriation of the
Group and Item.
Central.
Bridge.
Ferry.
Laborers, janitors, teamsters, watchmen, stablemen, etc.
Mechanics
Masons
Meter readers
Medical inspectors
Oilers and firemen
Pavers
Quartermasters
Sealers
Sewer gatemen, cleaners and flushers
Supervisors
Storekeepers
Superintendent and deputy
Stockkeepers
Telephone operator
Tollmen
Veterinarian
Wharfingers
"Weighers
"Wharf men
Yardmaster
Yardmen
$14,409 10
26,583 25
$17,146 60
19,620 25
166 67
S3 33
69,526 50
19,366 42
4,963 06
1,361 64
18,768 09
Permanent employees . . . .
Temporary employees. . .
Overtime
Other departmental work .
Totals .
$82,001 76
$301,468 43
6,044 95
5,454 31
001 76 $312,967 69
$267,819 35
13,768 41
3,734 84
$285,322 60
Public Works Department.
21
Several Services by Items of the Segregated Budget. — Concluded.
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer.
Water.
Totals.
$447,338 01
156,175 06
$545,381 32
45,561 00
$484,768 16
$98,511 17
15,372 50
17,083 90
$231,446 19
147,406 39
2,032 20
34,678 18
500 00
3,066 00
3,066 00
$1,839,000 52
410,718 45
19,116 10
34,678 18
333 33
5,053 24
1,083 33
749 97
83 33
49,954 50
378 00
2,999 96
127,600 24
3,444 00
19,366 42
2,754 00
2,754 00
1
22,850 00
22,850 00
2,.558 25 1.745 12
1,745 12
1,760 48
1,560 89
6,425 93
1,286 25
965 50
12,772 03
56 98
2,905 34
1,617 87
9,331 27
1,443 77
4,091 66
965 50
18,768 09
575 00
837 48
4,.342 69
3,734 00
1,258 33
220 83
508 32
3,399 96
4,342 69
1,261 80
4,995 80
3,283 82
6,240 85
3,283 82
2,521 98
4,042 94
12,805 31
$5,38.5 30
$769,385 63
$700,971 17
22,600 66
27,994 11
2,880 25
$581,768 42
$307,690 69
820 18
9,705 04
2,161 87
$663,016 07
$3,679,506 82
43,234 20
20,076 31
10,283 80
27,591 20
18,080 00
11,032 11
6,597 10
105,487 92
40,030 02
$5,385 30
$799,745 74
$754,446 19
$627,439 62
$320,377 78
$680,645 28
$3,868,331 96
22
City Document No. 22.
Financial Statement of the Public Works Department, Maintenance, Feb-
ruary 1, 1920, to January 31, 1921.
Divisions and Services.
Appropria-
tions,
1920-21.
Transfers
to.
Transfers
from.
Total
Credits.
Expenditures,
1920-21.
Balances,
January
31, 1921.
Central Office
Bridge Service
Ferry Service
Lighting Service
Paving Service
Sanitary Service
Street Cleaning and Oilin
Service
Sewer Service
Water Service
Totals
$90,650 58
473,699 74
492,607 43
723,623 98
1,605,884 15
1,528,698 71
954,630 04
534,814 74
1,253 166 33
$723 40
$34,875 00
82,901 97
6,783 92
11,000 00
46,000 00
86,182 88
52,112 71
1,489 70
23,026 97
30,182 88
14,962 07
4,055 55
52,112 71
$91,373 98
438,824 74
575,509 40
722,134 28
1,589,641 10
1,509,515 83
985,667 97
616,942 07
1,253 166 33
$91,373 98
436,999 95
574,764 54
722,134 24
,589,641 10
,508,102 71
983,597 25
616,461 55
,253,166 33
$1,824 79
754 86
04
1,413 12
2,070 72
$7,657,775 70 $285,704 88 $160,704 88 $7,782,775 70 $7,776,231 65
*$6,544 05
* Balances transferred to City Treasury.
The expenditures under the several appropriations
(for the different services) for the year 1920-21 were as
follows :
Divisions and Services.
Current
Expenses.
Special.
Appropria-
tions.
Total.
Expenditures.
Balances,
January 31,
1921.
Central OflSce
$91,373 98
436,999 95
574,754 54
722,134 24
1,589,641 10
1,508,102 71
983,597 25
616,461 55
1,253,166 33
$91,373 98
786,481 33
658,975 48
722,134 24
3,506,294 36
1,521,602 71
983,597 25
. 1,474,487 44
1,352,669 01
156,600 71
349,481 38
84,220 94
1,916,653 26
13,500 00
$217,395 42
103,6^3 06
Lighting Service
181,749 86
Sanitary Service
Street Cleaning and Oiling
Service.
Sewer Service
858,025 89
99,502 68
156,600 71
295,615 71
Water Service
279,019 38
East Boston Ferry Im-
provements, etc
343,399 29
Totals
$7,776,231 65
$3,477,984, 86
$11,254,216 51
$1,420,862 72
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24
City Document No. 22.
16
330 00
8,358 63
9,681 55
Revenue.
Collected hy City Collector on Account of the Public Works
Department and Credited to General Revenue,
as per City Auditor.
Bridge Service :
Labor and, materials furnished
Rents
Chelsea Bridge North .
Meridian Street Bridge .
Ferry Service:
Tolls
Rents ....
Headhouse privileges
Sale of coal
Sale of old material
Commission on telephones
Cleaning telephone booths
Damages to ferry .
Free ferries, July 4
Lighting Service :
Lighting Boston and Cambridge
Bridges
Sale of gasolene ....
Paving Service :
Permits
Sidewalk and edgestone assess-
ments
Sale of old material
Labor and materials
Inspectors' services
Labor and materials (chapter 28,
Revised Ordinances of 1914)
Forfeiture on bid (Supply De-
partment)
Use of pier
Damage to sidewalk
Sanitary Service :
Tickets for the removal of waste,
Sale of manure ....
Sale of old material
Damage to vehicle
Removal of dead horses
Carried forward ....
$90,085 57
«U)j.o,'a:uu on
553 27 ■
400 00
651 58
280 78
119 30
48 00
12 00
1 00
92,151 50
$2,486 56
86 73
2,573 29
$29,050 54
27,841 39
5,658 04
3,588 01
2,804 50
1,187 75
500 00
30 00
25 00
70,685 23
$83,164 30
1,630 70
658 00
40 98
19 00
),512 98 $183,843 36
Public Works Department.
25
Brought forward ....
Repairs to sleigh ....
Repayment of amount paid under
Workingmen's Compensation
Act, for injuries to employee .
$85,512 98 $183,843 36
10 05
407 34
Street Cleaning and Oiling Service :
Rents
$750 00
Oiling streets
94 86
Removing dirt . . . .
79 90
Rent refunded . . . .
50 00
Repairs to standpipe
29 13
Sale of automobile
25 00
Removal of dead horses
10 00
Damage to buggy .
5 00
Sewer Service:
Disposal of sewage
$5,869 36
Entrance fees
2,825 40
Labor and materials
2,166 21
Use of drill ....
240 00
Sale of materials .
104 89
Assessments ....
16 37
Inspectors' services
13 98
Rent
10 00
Refund on automobile registra
-
tion
8 00
Damage to truck .
3 25
Water Service :
Water rates, 1921 . $72,340 7(
)
Water rates, prior . 3,292,596 3^
I
-<R^ ^64 Q^7 04
(]pO,OUT:, i70 1 VjC
Elevators, etc.
21,626 36
Service pipes ....
18,931 85
Sale of materials .
10,655 68
Fees
4,285 55
Labor and materials
4,154 92
Interest on bank deposits
944 86
Board of horses
913 75
Off and on ... .
850 20
Damage to hydrants
404 32
Repairs to automobiles
354 48
Relocating hydrants
295 40
Sale of merchandise
291 69
Damage to automobiles
190 85
Relocating pipes
173 88
Rents
120 00
85,930 37
1,043 89
11,257 46
Carried forward
1,429,130 83 $282,075 08
26
City Document No. 22.
Brought forward
Gate boxes
Sale of booth .
Testing meters
Use of yard .
Damage to wagons
Filling tanks .
$3,429,130 83
119 07
90 00
83 81
70 00
33 56
8 48
$282,075 08
3,429,535 75
5,711,610 83
Public Works Department.
27
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The following table shows the snowfall and rainfall
since 1914:
Snowfall (inches).
Month.
1914.
1915.
1916.
1917.
1918.
1919.
1920.
January
February
March
April
10.3
20.6
5.2
2.0
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4.8
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2.4
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32.5
11.0
2.0
1.8
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4.1
5.5
Totals
42.2
25.1
82.5
53.2
44.9
15.8
77.6
Rainfall (inches).
Month.
1914.
1915.
1916.
1917.
1918.
1919.
1920.
January
3.26
6.33
1.23
2.82
3.11
3.62
2.72
February
3.07
3.47
5.18
2.67
2.30
2.66
5.88
March
4.16
T.
3.20
3.73
3.19
4.11
3.72
5. 87
2.78
1.86
1.64
4.51
2.83
2.72
4.45
3.08
1.99
2.33
4.25
5.68
May
5.26
June
1.40
1.39
5.04
4.05
1,94
1.08
5.78
July
2.64
8.85
5.67
1.10
2.64
4.63
1.56
August
3.20
5.63
2.19
7.06
1.56
5.07
2.32
September
0.21
0.69
1.90
1.91
9.19
5.83
1.90
October
1.54
2.82
0.94
5.. 33
0.99
2.13
1.64
November
2.72
2.14
1.67
0.59
1.20
5.36
5.46
December
3.46
3.94
3.00
2.56
3.21
1.63
3.89
Totals
34.31
38.76
37.36
38.99
34.40
42.70
45.81
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.
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Public Works Department. 61
The following changes in pavement were made during
the year:
0.00 mJle or 31 square yards asphalt changed to granite block.
0.26 mile or 3,886 square yards asphalt changed to wood block.
0.00 mile or 41 square yards asphalt changed to bitulithic.
0.00 mile or 72 square yards asphalt changed to Topeka.
0.73 mile or 23,097 square yards granite block changed to asphalt.
0.09 mile or 2,623 square yards granite block changed to wood block.
0.01 mile or 132 square yards granite block changed to bitulithic.
0.00 mile or 782 square yards granite block changed to Topeka.
0.00 mile or 12 square yards brick changed to asphalt.
0.06 mile or 1,540 square yards brick changed to plank on bridges.
0.01 mile or 279 square yards bitulithic changed to asphalt.
0.00 mile or 43 square yards Topeka changed to asphalt.
1.58 miles or 23,422 square yards macadam changed to asphalt.
0.98 miles or 43,642 square yards macadam changed to granite block.
0.05 mile or 1,359 square yards macadam changed to wood block.
0.39 miles or 10,846 square yards macadam changed to bitulithic.
2.13 miles or 33,690 square yards macadam changed to Topeka.
0.00 mile or 3,725 square yards macadam changed to gravel.
0.55 mile or 7,544 square yards gravel changed to asphalt.
0.30 mile or 4,098 square yards gravel changed to granite block.
1.28 mile or 21,028 square yards gravel changed to Topeka.
0.48 mile or 7,404 square yards gravel changed to macadam.
0.00 mile or 2,297 square yards not graded changed to granite block.
0.05 mile or 1,200 square yards not graded changed to bituhthic.
0.00 mile or 10,073 square yards not graded changed to Topeka.
0.00 mile or 1,281 square yards not graded changed to macadam.
0.00 mile or 1,355 square yards not graded changed to wood 1 lock.
0.02 miles or 474 square yards granite block changed to Unionite.
Streets laid out or discontinued by the Street Com-
missioners during the year show:
Asphalt increase 0.00 mile or 568 square yards.
Granite block increased 0.09 mile or 1,929 square yards.
Macadam decreased 0.00 mile or 455 square yards.
Gravel increased 0.86 miles or 13,331 square yards.
Not graded increased 0.08 mile or 2,708 square yards.
Wood block increased 0.00 miles or 15 square yards.
Bituhthic increased 0.00 miles or 48 square yards.
Corrections on account of revision and other causes
show:
Asphalt decreased 0.13 mile or 1,494 square yards.
Granite block increased 0.02 mile or 618 square yards.
Wood block decreased 0.00 mile or 959 square yards.
Bitulithic decreased 0.05 mile or 504 square yards.
Topeka increased 0.21 mile or 1,370 square yards.
Macadam increased 0.03 mile or decreased 1,804 square yards.
Gravel decreased 0.00 mile or increased 40 square yards.
Not graded decreased 0.01 inile or increased 1,863 square yards.
Brick decreased 0.01 mile or increased 73 square yards.
Cobble increased 0.00 mile or 38 square yards.
Concrete increased 0.00 mile or 11 square vards.
62
City Document No. 22.
Public streets laid out or discontinued by the Street
Commissioners during the year show pavements
increased 1.3 miles or 18,144 square yards.
Corrections to previous measurements on account of
revision and other causes show pavements increased 0. 06
mile or increased 943 square yards.
Total net mcrease 1.09 miles or 19,087 square yards.
The rate of increase from year to year is shown in the
following table:
1859 111.50
1871 201.32
1872 207.40
1873 209.24
1874 313.90
1875 318.58
.1876 327.50
1877 333.20
1878 340.39
1879 345.19
1880 350.54
1881 355.50
1882 359.85
1883 367.99
1884 374.10
1885 379.60
1886 383.55
1887 390.30
1888 392.72
1889 397.84
1890 404.60
1891 409.60
1892 434.59
1893 443.34
1894 447.65
1895 452.12
1896 456.11
1897 4.59.12
1898 471.19
1899 479.47
1900 489.55
1901 491.85
1902 496.90
1903 499.85
1904 500.39
1905 502.20
1906 502.80
1907 510.04
1908 511.60
1909 514.28
1910 518.63
1911 521.21
1912 561.36
1913 567.51
1914 572.85
1915 584.55
1916 593.62
1917 596.19
1918 601.12
1919 601.07
1920 603.71
1921 604.80
List of Personal Property on Hand January 31, 1921,
AND Estimated Value of Same, Allowing for Depre-
ciation.
1 automobile
2 robes
Office supplies
Central Office..
$2,000 00
20 00
500 00
$2,520 00
5 robes
2 automobiles
3 auto trucks
Supplies, tools
Bridge Service.
$15 00
900 00
2,500 00
6,500 00
$9,915 00
7 ferryboats
Supplies, tools,
Ferry Service.
machinery, etc.
. $163,173 00
24,000 00
$187,173 00
Public Works Department.
63
9,708 lamp-posts
300 lamp brackets
1 automobile
1 robe .
1 typewriter
Lighting Service.
$97,080 00
300 00
200 00
10 00
50 00
$97,640 00
Paving Service.
1 large concrete mixer
5 small concrete mixers
3 bituminous mixers .
224 harnesses
247 blankets
23 buggies
13 pungs
7 sleighs
13 jiggers
23 wagons
11 street watering carts
4 road scrapers
80 dump carts
103 horses
13 snow levelers
5 section rollers
11 steam rollers
32 desks
956 picks
1,441 shovels
8 scarifiers .
7 automobiles
1 truck
3 electric tractors
Supplies, tools, machinery, surveying instru
ments, engineers' supplies, etc. .
3 automobiles
5 auto trucks .
315 horse blankets
17 buggies ,.
210 carts
239 shovels .
244 harnesses
Sanitary Service.
$2,200 00
1,500 00
7,500 00
2,240 00
247 00
345 00
260 00
70 00
520 00
920 00
1,375 00
1,200 00
6,400 00
25,750 00
390 00
200 00
16,500 00
320 00
478 00
720 00
2,080 00
2,800 00
300 00
4,800 00
49,000 00
$128,115 00
Carried forward
$2,000 00
800 00
315 00
425 00
21,000 00
120 00
4,880 00
$29,540 00
64
City Document No. 22.
Brought forward
204 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
129 carts ....
10 buggies
38 street watering carts
19 wagons
215 harnesses .
154 horses
40 street sweeping machines
1 1 flushing machines .
153 push carts
1,266 street sweeping brooms
915 shovels
675 picks ....
15 snow ploughs and 5 road machines
2 Elgin street sweeping machines .
SuppUes, tools, machinery, etc.
$29,540 00
51,000 00
6,480 00
210 00
60 00
1,480 00
15,00( 00
$103,770 00
$2,500 00
12,900 00
150 00
3,800 00
1,520 00
4,300 00
38,500 00
5,600 00
3,850 00
1,530 00
1,260
457
337
2,800
6,500 00
12,000 00
00
00
00
00
,010 00
Sever Service.
481 picks $240 00
6 automobiles 1,400 00
1 truck 250 00
27 horses 6,750 00
23 wagons 1,150 00
7 buggies 140 00
18 carts 1,440 00
45 harnesses 450 00
50 blankets . 50 00
3 sleighs 30 00
291 shovels 145 00
Derricks, centrifugal pumps, dynamos, boilers,
engineers' tools, machinery, instruments, and
supplies, etc 345,000 00
$357,045 00
Public Works Department.
65
Water Service.
15 automobiles and 20 trucks
$20,000 00
22 horses
5,500 00
27 wagons
1,350 00
1 buggy
20 00
2 sleighs
30 00
2 pungs
20 00
Shovels, picks and miscellaneous stock, consisting
of all kinds and sizes of iron water pipe, meters,
hydrauhc machinery, boilers, etc.
408,000 00
$434,920 00
66
City Document No. 22.
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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 .
26
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The records of the department show that there are
now 3,095 persons eligible for employment in the several
divisions and of that number 2,993 were upon the
January, 1921, payrolls.
*Twenty-six of these men were on the eligible list February 1, 1920.
Public Works Department.
79
Grade and Number of Employees.
Services.
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1
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1
1
1
1
1
2
4
4
Chief Clerk
1
40
1
Clerks
12
5
2
1
1
2
1
31
1
4
2
7
1
38
13
1
95
1
1
12
2
8
13
40
11
29
18
13
27
18
46
4
3
1
9
6
4
2
3
1
44
23
46
34
44
8
36
10
3
208
46
3
39
1
2
3
2
7
1
19
30
Blueprinters
3
2
1
3
Boys
1
4
22
1
3
6
3
3
3
4
4
5
12
11
5
1
34
49
2
1
3
1
3
8
8
Cashiers
1
1
1
2
Constable and inspector
1
2
134
134
26
26
Driver
1
. ..1
1
Engineer (gasolene)
1
Carried forward
5;
5 16S
151
8(
) 54
32
181
2
123
848
80 City Document No. 22.
Grade and Number of Employees. — Continued.
Services.
Title.
CO
o
bD
a
0)
>>
u
1
a
a
'S
1
1
1
53
168
12
155
6
1
12
4
1
80
54
32
11
1
35
15
1
181
2
123
1
848
30
1
3
9
2
38
19
1
7
7
1
2
6
7
7
1
2
1
1
7
3
12
1
2
1
4
7
3
313
79
160
2
180
746
1
4
1
22
8
25
1
29
8
25
12
18
13
1
1
1
3
Oilers
9
1
27
1
85
1
2
25
88
1
9
26
2
1
3
12
12
3
18
12
12
49
49
1
1
16
16
1
1
2
2
13
13
Carried forward
53
607
1
307
105
216
160
189
2
445
2,084
Public Works Department.
Grade and Number of Employees. — Concluded.
81
Services.
Title.
— 6
03 O
CO
O
B
1
w
>>
03
'c
03
CO
c
03
bi)
1
3
03
445
1
"5
o
H
53
607
1
2
16
307
105
216
1
160
189
2
2
1
2,084
5
1
1
2
1
5
18
2
2
5
3
1
30
30
1
1
4
Stablemen
27
4
1
97
1
55
8
455
218
3
18
1
757
Telephone operators
1
Tollmen
12
12
1
1
Veterinarian
1
1
1
11
1
1
1
Watchmen
18
12
3
4
3
6
7
3
4
12
60
4
5
Wharfmen
3
6
7
4
4
5
27
Totals
54
730
345
627
472
174
199
3
491
3,095
82
City Document No. 22.
Comparative Table Showing the Number of Employees Actually
Employed February 1, 1920, and February 1, 1921,
6
o
m
o
03
a
>>
O
«
Pm
45
200
174
43
196
179
4) aj
February 1, 1920
February 1, 1921
February 1, 1920
February 1, 1921
722
707
525
597
359
330
460
4G0
483
478
2,972
2,993
Total Eligible Force.
56
204
175
4
746
556
368
478
496
54
199
174
3
730
627
345
472
491
3,083
3,095
Table of Employees Showing Appointments, Transfers, Resignations, Retirements, Deaths, Etc.,
During the Year.
m
.
d
„•
S m
^
;-•
. O
c3
ft
0.2
05
C-.
— ">
J- S3
^ 0.
>
M
3
b
d
3
Services.
1920-21.
CO
3
1q
3
a
'o
s
0)
gOc
So
s
.2
•V,
C!
go
?50 2
a
0.
Q
tf
«
H
H
«
P
^
►^
H
H
esj
<
1
1
1
2
1
6
56
2041
1
175
Central Office
*54
199
174
2
7
1
1
3
4
2
1
3
3
2
Ferry
1
6
2
5
4
746
Lighting
3
730
14
1
20
4
11
1
14
21
9
9
29
99
1
556
627
17
1
113
10
2
1
1
5
3
IS
7
3
in
1
478
368
Street Cleaning
472
345
16
7
2
1
3
11
s
Sewer
8
5
1
2
12
496
491
9
14
58
21
5
13
72
67
2
3,083
Totals
3,095
72
7
3
168
♦Includes eight Central Office employees who are paid on Water Service pay roll.
.Respectfully submitted,
T. F. Sullivan,
Commissioner of Public Works.
PART 11.
APPENDICES.
84
City Document No. 22.
APPENDIX A.
Central Office.
Appropriation
Transfers .
Expenditures from February 1, 1920, to January
31, 1921
Expenditures.
Salary, commissioner.
Salaries of clerks, stenographers, etc.
Automobile expense :
Wages of chauffeur
Hudson phaeton and winter top,
Gasolene
Storage
Repairs
Tires and tubes, new and repairs,
Supphes
Oil, grease etc
Registration
,650 58
723 40
.,373 98
$1,380 00
1,975 00
459 73
124 00
134 84
414 02
153 94
18 12
12 00
Printing
Stationery
Postage
Telephone tolls . ....
Travel expenses, car fares, etc.
Dalton adding machine .
Inspection and repairs to typewriters
Books, papers, office supphes, etc. .
Premium on surety bond .
Expert service investigating contract for the dis-
posal of refuse ; also preparing contract specifi-
cations . .
^373 98
$9,000 00
71,621 76
4,671 65
2,502 68
216 42
181
11
19
40
399 78
220 50
84 00
207 80
6 00
2,250 80
$91,373 98
Public Works Department. 85
APPENDIX B.
REPORT OF THE DIVISION ENGINEER OF THE
BRIDGE AND FERRY DIVISION.
Boston, February 1, 1921.
Mr. Thomas F. Sullivan,
Commissioner of Public Works:
Dear Sir, — I respectfully submit the following re-
port of the income, expenditures and operation of the
Bridge and Ferry Division for the year ending Jan-
uary 31, 1921. The expenditures of the division in
the regular maintenance appropriations of the depart-
ment were $1,011,754.44. Under a number of special
appropriations $590,303.03 was expended, making the
total expenditure for the year $1,602,057.52.
Bridge Service.
Apportionment of Cost of Bridges between Boston and
Chelsea. — The city of Chelsea paid $136,165.18 as its
share toward construction costs on Chelsea Bridge over
the north channel of the Mystic river, Chelsea Bridge
over the south channel of the JMystic river, and Merid-
ian Street Bridge, but has to date paid nothing toward
maintenance.
Prison Point Bridge. — The Boston & Maine Railroad
finished repairs to the corroded steelwork.
Winthrop Bridge. — The town of Winthrop paid in
Jane, 1920, $21,823.03 in final settlement with the City
of Boston, toward the cost of the bridge.
Recommendations for 1921.
Bridge Service.
Allston Bridge, over the Boston & Albany Railroad. —
This bridge should be rebuilt.
86 City Document No. 22.
Beacon Street Bridge, over the Boston d^ Albany Rail-
road.— This bridge should be rebuilt.
Hyde Park Avenue Bridge, over Mother Brook. — This
bridge should be rebuilt.
Extensive repairs should be made to numerous other
bridges over the lines of the Boston & Albany Railroad
and New York, New Haven & Hartford Railroad where
the steelwork is very badly corroded.
Public Works Department. 87
BRIDGE SERVICE CONSTRUCTION WORK,
1920-21.
Allston Bridge.
This bridge over the Boston & Albany Railroad is a
four truss span, 144 feet long, carrjdng three roadways,
two sidewalks and gas and water mains. The floor
system had been so badly deteriorated that after a
thorough inspection it was decided to close the bridge
to elevated car travel and limit the load on vehicles.
One roadway was then closed to all travel and such
repairs made as would enable street traffic to be con-
tinued until such time as a new structure could be
planned. The water and gas pipes were temporarily
relocated. The floor system of the middle roadway
was entirely removed. Work on this bridge was done
by the Transit Department and the Bridge Service day
labor force.
Ashland Street Bridge.
A contract for rebuilding Ashland Street Bridge was
awarded to the Boston Bridge Works, Inc., and ap-
proved by the Mayor July 6, 1920. Owing to delays
in the delivery of the steel the work has not been
started in the field at the date of this report, but prac-
tically all the shop work has been done. The work will
be completed in the spring.
Beacon Street Bridge.
Repairs were made on the southerly roadway of this
bridge during August and September. These consisted
of strengthening the floor beams by adding new flange
plates, replacing stringer seats and cutting out old and
redriving several hundred new rivets. New yellow
pine stringers were put in and the deck and sheathing
entirely renewed. The steelwork was done by the
Transit Department day labor force and the timber
work by the Bridge Service crew.
Berkeley Street Bridge.
This bridge which is a through girder span carrying
two roadways, two sidewalks and water and gas pipes,
88 CijY Document No. 22.
has been thoroughly overhauled and repaired. The
girders were battened and strengthened where badly
deteriorated. New floor beams were put in under the
water and gas pipes. The Edison conduit under the
sidewalk was removed and new floor beams put in.
Flange plates on the outside girders were cut off and
replaced by new ones. Many rivets which were badly
corroded were cut out and redriven. The bottom part
of the bridge was thoroughly painted. The yellow pine
stringers were nearly all replaced by new ones and the
deck and sheathing were relaid with new lumber. The
steelwork was done by the Transit Department force
and woodwork by the Bridge Service force, all day
labor.
Brookline Street Bridge {over Charles River at Cottage
Farm).
A contract with W. S. Rendle was approved on
September 10, 1920, for placing some piles in order to
make the bridge safe temporarily. The work was com-
pleted November 10, 1920.
On this same bridge a contract was awarded to John
B. Dolan, approved November 5, 1920, for repairs to
the flooring of the bridge. Some yellow pine under
plank was placed over the tracks of the Boston & Albany
Railroad in place of the rotted plank and a wood block
flooring was laid on top. Patching was done on various
other parts of the bridge in order to make the bridge
safe for travel. This work was completed on December
16, 1920.
Chelsea Bridge South.
The flooring of this bridge' has been rebuilt under a
contract with Lawler Brothers, approved May 24, 1920.
Work was begun May 27 and was completed July 23,
1920, and was so conducted that only one half the road-
way was closed to travel except at short lengths of the
approaches at the draw span, where all car and vehicle
traffic was taken off just after midnight until noon of
three Sundays. The entire wearing surface of the road-
ways and sidewalks of both approaches to the draw and
the lower planking of the roadway were removed; new
4-inch yellow pine lower plank and new 4-inch spruce
upper plank laid on roadways and new 2-inch spruce
plank laid on the sidewalk.
Public Works Department. 89
New yellow pine stringers were laid under the car
tracks; two 8-inch by 12-inch sticks under each rail,
and such of the roadway stringers as were found to be
poor were replaced with 6-inch by 12-inch timbers.
Some sidewalk stringers and wheelguard timbers
were replaced with new yellow pine timber. The floor-
ing of both ends of the draw span was rebuilt with new
materials of the same dimensions as the old. The total
amount paid under this contract was $29,511.25.
Clarendon Street Bridge.
The ^Massachusetts Public Utilities Commission, after
a public hearing, required a clear headroom of 17 feet
over the tracks of the New York, New Haven & Hartford
Railroad and the Boston & Albany Railroad.
A contract was made with Coleman Brothers,
approved on February 9, 1920, for the removal of the
structure over the New York, New Haven & Hartford
Railroad, consisting of brick arches and concrete slabs
resting on steel I-beams and girders which formed orig-
inally the foundation for the Back Bay Hotel, the hotel
itself being removed by the railroad company prior to
the contract. This contract was completed on May 4,
1920.
A contract was awarded to the John McCourt Com-
pany, approved May 24, 1920, for building a bridge
over the two railroads and constructing a reinforced
concrete abutment on the northerly end of the bridge.
The bridge utilized the existing piers and abutments
which formed the foundations of the Back Bay Hotel.
Owing to delay in the delivery of the steelwork the
bridge has not been completed, but at the date of the
report the northerly abutment has been constructed,
the beams for the spans over the New York, New Haven
& Hartford Railroad put in place and encased in con-
crete and the steelwork of the plate girder span over the
Boston & Albany Railroad put in place. The work will
be completed in the spring.
Columbus Avenue Pipe Bridge.
The pipe bridge at Columbus avenue, over the Boston
& Albany Railroad, has during the year been repaired,
cleaned and painted. The bottom flange plates on the
girders were replaced by new ones and bracing and
struts were replaced where found to be badly dete-
90 City Document No. 22.
riorated. The steelwork was done by the Transit
Department force, and the cleaning and painting by
JNIaurice M. Devine, under contract, for the sum
of $775.
Commonwealth Avenue Bridge {over the Boston & Albany
Railroad at Cottage Far^n).
As stated in the report of last year a contract was
made with W. Klingberg & Son, Inc., of New York,
approved September 9, 1919, for covering the exposed
surfaces of the arches and steelwork with gunite. Work
was begun November 5, 1919; was suspended on account
of weather conditions on January 6, 1920, and was
resumed on June 2, 1920. Work was completed on
July 27, 1920, the total amount paid under the contract
being $10,252.61.
All the surfaces of the I-beams, girders and arches
exposed to fumes from the locomotives were thoroughly
cleaned by the sand-blast method of all rust, unsound
paint and other foreign materials.
Portions of the floor and outer surfaces of the girders
on street lines were covered with a coating of gunite
about f inch thick, composed of one part Portland
cement and three parts sand. Before the gunite was
applied, reinforcing rods were placed on the bottom
flanges of the I-beams and Clinton electrically welded
wire cloth 3-inch by 3-inch mesh placed on the outside
faces of the outer girders. The inside surfaces of the
girders, not covered with gunite, and the railings on
these girders were cleaned, patch painted with red lead
and then painted with two coats of graphite paint.
Dorchester Avenue Bridge {Over Fort Point Channel).
A contract was made with W. H. Ellis & Son Company,
approved May 12, 1920, for repairing the face of the
channelway.
New 4-inch yellow pine vertical planking and new
8-inch by 12-inch yellow pine wheel timbers were put
on where necessary. The amount paid under the con-
tract was $1,561.61 and the work was completed June
7, 1920.
Warren Bridge.
During the year the upstream half of Warren Bridge
draw has been strengthened by the Boston Elevated
Railway Companj^ to carry 50-ton electric cars. The
Public Works Department. 91
strengthening consisted of renewing and adding new-
flange plates to the floor beams and girder plates and
stiffeners under the track stringers and placing larger
stringers under the rails.
The deck plank which was in good condition was
replaced. A new wearing surface was placed by the
day labor force of the Bridge Service.
On this same bridge a contract with V. Grande was
made, approved March 25, 1920, for repairing and
strengthening. This contract provided for driving addi-
tional piles under the street car tracks to enable the
bridge to carry 50-ton cars, and replacing and driving
additional piles w^here old ones were found to be badly
decayed.
An entire new layer of 6-inch yellow pine under plank
was provided and on top of this was placed granite
block pavement consisting of blocks recut on the work,
laid with an asphalt mastic filler.
Work was about three quarters completed when
weather conditions compelled the shutting down of
the job.
The cost of the work required to strengthen the
bridge for 50-ton cars is being paid back to the city by
the Boston Elevated Railway Company.
Granolithic sidewalks are being built in place of the
existing tar concrete walks.
The entire contract will probably be completed in the
spring.
Navigation Lights.
Navigation lights were installed on Warren Bridge,
and on the bridges at Congress street. Summer street
and Dorchester avenue, over Fort Point channel,
under two contracts, one with Smith & Lovett Com-
pany, approved June 4, 1920, for furnishing and instal-
ling mechanical equipment, and one with Stearns,
Perry & Smith, approved June 25, 1920, for furnishing
and installing electrical equipment.
The contract with Smith & Lovett Company was
completed on September 1, 1920, and the one with
Stearns, Perry & Smith Company was completed on
December 15, 1920.
On Congress Street and Warren Bridges where the
draws are operated by steam, oil lanterns were installed.
Those on Warren Bridge, which is a rectractile draw,
are 15 feet above the roadway and are changed from
92 City Document No. 22.
red to green through the movement of the draw by
means of a mechanical device.
On Congress Street Bridge the change in lights is
accomplished by the turning of the draw, which is a
swing draw.
On Summer Street and Dorchester Avenue Bridges,
where both have retractile draws and are electrically
operated, electric lights were installed, those on the
pier being connected by submarine cables and the
draws being connected by means of cables and trolley
wires. The lights which are 15 feet above the deck
are changed by means of a double circuit and twin
lights.
West Fourth Street Bridge.
The New York, New Haven & Hartford Railroad
employed the Boston Bridge Works, Inc., to repair the
corroded steelwork on the bridge over its tracks.
The Bridge Service day labor force in conjunction
with this work laid a new wooden flooring on the
southerly half of the bridge.
Public Works Department. 93
FERRY SERVICE.
Ferryboat "John H. Sullivan."
A contract with the Boston Shipbuildmg Company for
rebuilding the superstructure of the boat and making
four driveways for vehicular traffic, instead of two,
was approved September 2, 1919.
Owing to a strike of ship carpenters work was con-
siderably delayed and was finally completed April 10,
1920. This work increased the teaming capacity of
the boat about 70 per cent.
A contract with the Boston Marine Works for repair-
ing the machinery of the boat was approved on March
18, 1920. The engines w^ere taken down, brasses planed,
water courses cleaned, bearings, cylinders and valves
cleaned.
The thrust bearings were rebabbitted and stern bear-
ings rewooded. The dynamos, pumps and one of the
steering engines were overhauled and the hull painted.
The contract was completed May 25, 1920.
While this contract was being carried on the boat
was placed on the railway of the Atlantic Works, where
it was found that repairs w^ere necessary to tail
shaft, sleeves, rudder and pintle bearings and that
defective rivets in the hull should be replaced. This
work was done by the Atlantic Works.
On October 16, 1920, a propeller was lost from the
Boston end of the boat and considerable damage was
done to the tail shaft, rudder, etc. The boat was
placed on the railway at the yard of the Richard T.
Green Company, where repairs were made, including
the putting in of a new tail shaft.
Ferryboat ''Noddle Island"
The ferryboat "Noddle Island" was put out of com-
mission on account of the rotten condition of the hull.
A contract was approved October 5, 1920, with the
Richard T. Green Company, for the reconstruction of
the boat. Under this contract a new hull, longer and
wider than the existing hull, is being built and a new
superstructure is being built. The boat will have four
94 City Document No. 22.
driveways instead of two, thereby greatly increasing the
teaming capacity. The old engines are being over-
hauled and are to be placed in the new hull. Boilers
are to be retubed. Work should be completed in the
spring of 1921.
Ferryboat '^ Governor Russell. ^'
A contract with the Simpson Patent Dry Dock Com-
pany was approved April 28, 1920, for repairing the main
engines and auxiliaries.
Under this contract the boilers were retubed, cylinders
of the engines rebored and main bearings babbitted. The
stern bearings were rewooded and the shaft lined up.
A contract with the Simpson Patent Dry Dock
Company was made for furnishing a new smoke stack
and repairing the water tanks.
Ferryboat "General Sumner. "
A contract with the Simpson Patent Dry Dock
Company was approved for repairing the main engines
and steering engines of the ''General Sumner." The
most important part of this work was in raising the crank
shaft which was down considerable and pounding the
bottom of the boat.
Ferryboat "D. D. Kelly."
A contract was approved with the Boston Shipbuilding
Company, under which extensive repairs were made to
the paddle wheels, including work on the rims, arms and
paddles.
A contract w^as approved on August 25, 1920, with the
Winnisimet Ship Yard, Inc., for the construction of one
new steel ferryboat and another contract was approved
August 14, 1920, with the Groton Iron Works, for one
new steel ferryboat.
These contracts are the first steps that have been
taken for some years toward rehabilitating the Ferry
Service and replacing old antiquated boats.
These boats will have four driveways and this will
give them 75 per cent increase in teaming capacity over
the existing type of boat of two driveways.
Up to the date of this report the keels of the boats
have been laid, framing done, and considerable plate and
deck work finished. It is expected that the vessels will
be completed in the summer.
Public Works Department. 95
With the completion of these vessels and the "Noddle
Island" there will be in service five boats with four
driveways, whereas up to 1918 there was not a single
boat so constructed.
A contract was made with W. H. Ellis & Son Company
for repairing the piers at the South Ferry, Boston side,
approved April 28, 1920. Under this contract some new
piles and girders were furnished and placed. Planking
was refastened and where necessary new planking was
placed. The amount paid under this contract was
$2,157.02.
A contract with W. S. Rendle for rebuilding part of the
south pier. North Ferry, East Boston, was approved
April 12, 1920. A stretch of pier about 160 feet long was
entirely rebuilt.
A contract with W. S. Rendle was approved on May
22, 1920, for rebuilding the roadways at the south drop.
North Ferry, East Boston; the south drop. South Ferry,
East Boston; the north drop. South Ferry, Boston, and
for repairing the foundation of the south drop, South
Ferry, East Boston. A large number of new floor beams
were placed, new 4-inch planks fastened on top of these
timbers and slab pavements laid for wearing surface.
The drop foundation w^as raised and moved into its
proper position after building up the foundation and
making repairs to the rocker irons and timbers.
A contract was made with W. H. Ellis & Son Com-
pany for repairs to the south drop. North Ferry, East
Boston, which when stripped was found to be in a dan-
gerous condition. Trusses were repaired and the bulk-
head at the outer end of the drop rebuilt and the roadway
supplementary drop repaired. The amount paid under
this contract was $9,616.19.
The Simpson Patent Dry Dock Company repaired,
under a contract, nine bronze propeller blades.
Respectfully submitted,
John E. Carty,
Division Engineer.
96
City Document No. 22.
BRIDGE SERVICE.
Financial Statement 1920-21.
Expenditures from Maintenance Appropriation.
Boston bridges .... $410,216 53
*Boston and Cambridge bridges 26,783 42
$436,999 95
Total Expenditures.
From maintenance appropriations $436,999 95
From special appropriations . . 346,834 45
From Strandway and Old Har-
bor appropriations . . 250 00
$784,084 40
EXPENDITURES ON BOSTON BRIDGES.
(1.)
Administration:
Salaries:
Division engineer
Supervisors
Engineers and draughtsmen
Clerk
Inspectors
Medical inspector
Pensions :
Veterans .
Laborers .
2,429 79
360 00
HoUday time
Vacations
Pay allowed to injured employees
Printing, postage and stationery
Travel
Telephones
Engineers suppUes and instruments
Typewriter inspection
Office suppHes ....
$3,750 00
4,886 36
22,944 11
1,760 48
2,375 12
166 67
2,789 79
1,311 40
2,211 40
837 71
1,216 97
197 59
5 30
101 13
18 00
194 65
$44,766 68
(2.) Yard and Stockroom:
Yard :
Employees: Clerk, janitor and watch-
men $3,999 80
Travel 261 83
Tools 551 03
Tool repairs 446 62
Telephone 143 99
MecUcal service 55 00
Furnishings 13 80
Printing 61 65
Carried forward $5,533 72
* For detail of expenditures see Appendix F.
Public Works Department.
97
Brought forivnrd
(2) Yard and Stockroom:
Yard:
Supplies
Expressing
Stockroom :
Stock (Imnber, nails and supplies for
bridges)
Less decrease in stock for the year
3,533 72
7 98
90
$5,542 60
$7,669 49
1,964 32
5,705 17
$11,247 77
(3.) Automobiles:
Division engineer:
Wages of chauffeur
Storage ....
Repairs ....
SuppUes .
Gasolene ....
New tires and tubes
Repairs to tires and tubes
Registration
Supervisor of Bridges:
Wages of chauffeur:
Storage ....
Repairs ....
Supplies ....
Gasolene ....
New tires and tubes
Repairs to tires and tubes
Registration
New Ford touring car .
Auto Truck No. 1:
New tires and tubes
Storage ....
Repairs ....
SuppUes ....
Gasolene ....
Registration
Auto Truck No. 2:
Wages of chauffeur
New tires and tubes
Repairs to tires and tubes
Repairs ....
Gasolene ....
SuppUes ....
Registration
Auto Truck No. 3:
New tires and tubes
Repairing tires and tubes
Repairs ....
Gasolene
SuppUes ....
Registration
$1,026 00
180 00
1,073 93
38 59
419 74
296 77
48 05
10 00
$1,327 00
181 50
239 72
20 22
289 55
271 03
33 25
10 00
475 66
$272 56
40 00
27 68
51 46
374 07
4 00
$1,323 00
79 48
18 75
250 15
270 77
29 79
2 00
$0 54
5 00
272 53
261 95
18 78
2 00
$3,093 08
2,847 93
769 77
1,973 94
560 80
),245 62
98
City Document No. 22.
(4.) Bridges.
Expenditures on Tide Water Bridges.
Bridges.
Draw-
tenders'
Salaries.
Mechanics'
Wages.
Material.
Repair
Bills.
Supplies
and
Miscella-
neous
Expenses.
Total.
$13,707 19
18,708 02
15,748 46
13,786 05
14,190 85
14,244 32
13,699 51
13,786 08
13,686 38
14,204 61
14,285 40
15,738 24
14,165 63.
14,022 11
398 84
$694 98
1,614 83
1,040 36
2,671 12
1,786 46
1,997 01
1,458 10
829 95
411 80
333 51
1,868 78
3,001 04
1,230 62
1,808 27
197 00
$175 76
2,847 27
342 96
1,052 50
1,041 20
1,060 86
780 98
741 99
215 88
39 30
404 16
3,248 75
1,059 91
800 57
182 58
$42 21
1,491 50
4,205 45
30,026 17
1,028 79
865 96
4,459 35
536 57
329 81
88 71
615 90
1,825 12
2,572 74
1,444 16
$197 21
854 20
741 01
515 26
429 21
1,102 68
366 34
203 74
284 45
645 84
302 50
6,336 99
475 16
1,297 54
$14,817 35
Charlestown
25,515 82
22,078 24
48,051 10
18,476 51
Congress Street
Dorchester Avenue
19,270 83
20,764 28
16,098 33
L Street
14,928 32'
15,311 97
17,476 74
Northern Avenue
Summer Street
30,150 14
19,504 06
19,372 65
778 42
Totals
$204,371 69
$20,943 83
$13,994 67
$49,532 44
$13,752 13
$302,594 76
Public Works Department.
99
Repairs on Inland Bridges.
BRrooE.
Labor
and
Materials.
Albany street (over Boston & Albany Railroad)
Allston street
Ashland street
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 (over Boston & Albany Railroad)
Bennington street
Berkeley street (over Boston & Albany Railroad)
Boston street (Old Colony Di\'ision)
Brookline avenue
Babson street
Beacon street (over outlet) to Charles river
Blue Hill avenue
B Street (footbridge)
Columbus avenue
Curtis street
Commercial Point
Central avenue
Dartmouth street
Dorchester avenue (over Old Colony Railroad)
Dana avenue
Everett street
Fairmount avenue
Glenwood Avenue East
Hyde Park avenue (over Stony brook)
Harvard street
Ipswich street
Jones avenue (footbridge)
Massachusetts avenue (Providence Division)
S592 54
2,635 12
162 49
18 41
395 98
34 12
817 18
307 42
916 36
143 62
14 80
3,341 99
3,205 21
3,941 43
268 82
189 59
1,418 93
44 62
280 37
103 90
1,404 91
325 69
19 75
77 48
400 96
126 30
20 00
71 00
4,066 95
37 50
10 00
159 03
79 42
37 50
759 87
Carried forward .
$26,479 26
100
City Document No. 22.
Repairs on Inland Bridges. — Concluded.
Bridge.
Labor
and
Materials
$26,479 26
23 88
20 00
118
73
49
25
60
62
106
31
63
50
3
37
3
02
413
87
10
00
. 220
83
209
79
192
40
407
55
37 75
9,921
60
30
00
520
27
1
13
48 03
Brought forward
Mystic avenue (Boston & Maine) .
Milton street (Hyde Park)
Maverick street
Milton Lower Mills
Norfolk street
New Allen street
Oakland street
Porter street
Prescott street
Redfield street _ . .
Reservoir road
Summer street (over A street) . . . .
Summer street (over B street) . . . .
Summer street (over C street) . . . .
Southampton street
Shawmut avenue
West Fourth street
Winthrop
West Newton street
Lehigh street storehouse
Webster street (footbridge)
Miscellaneous:
Labor, removing snow and sweeping bridges.
3,420 64
Total.
$42,361 80
Summary of Expenditubes.
Administration . . . . ' $44,766' 68
Yard and stockroom
Automobiles and trucks
Tide water bridges
Inland bridges
11,247 77
9,245 52
302,594 76
42,361 80
Total $410,216 53
BRIDGES, REPAIRS.
Warren Bridge.
Engineering
Inspection
Carried forward
$4,701 64
932 04
$5,633 68
Public Works Department. 101
Brought forward $5,633J'68
Supplies 31 69
General repairs 457 65
Travel 61 79
Advertising 15 84
Vincenzo Grande 183,323 49
Lumber 583 50
$190,245 64
Broadway Bridge.
Photographs $8 00
Brookllne Street Bridge.
Engineering . .^ . . ^i . $126 57
J. B. Dolan,''repairing flooring .... 2,955 52
W. S. Rendle, repairing bridge .... 939 75
$4,021 84
Sea Wall, Roxbury Canal.
Salaries of engineers $4,023 61
Advertising 33 05
Inspection 159 46
Supplies 987 52
Travel expense 116 95
Repairing fence, Massachusetts avenue . . 88 20
W. S. Rendle 139,545 12
Lawler Brothers 1,822 50
Testing piles 316 20
$147,092 61
Malden Bridge.
Hugh Nawn Contracting Company, reconstructing bridge . $2,385 36
Brookline Avenue Bridge.
Michael Meehan Contracting Company,
changing fence grades $204 99
Supplies 8 00
$212 99
Ashland Street Bridge.
Salaries of engineers $1,223 72
Printing 113 90
Advertising 2o 00
Inspection of material 39 85
Engineers' suppUes 29 04
$1,432 51
Strand WAY and Old Harbor Improvement.
James L. Pierce artificial stone sidewalks .... $250 00
Expenditures on Granite Avenue Bridge" by^County of Suffolk,
1920-21.
Salaries of dra^\i;enders $2,277 86
Fuel
Light
Printing .
Lumber .
Motor repairs
21 63
16 44
13 36
15 84
51 80
$2,396 93
102 City Document No. 22.
Appropriation .... «9 fti^i ca
Expenditures ....::::;; lilt It
Balance returned to County Treasury January 31, 1921 . "uvTos
Bridge Service.
Amount paid into the City Treasury during 1920-21:
Labor and material furnished ©flo ie
J^gjj^^g 5>Dd lo
Chelsea Bridge North '. '. • c qS «?
Meridian Street Bridge ■.'.'.'.'..'. 9 681 55
$18,433 34
Public Works Department.
103
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104 City Document No. 22.
LIST OF BOSTON BRIDGES.
I. — Bridges Wholly Maintained by Boston.
[In the list those marked with an asterisk (*) are over navigable waters, and are each
provided with a draw.]
In Charge of Bridge and Ferry Division.
Allston, over Boston & Albany Railroad at Cambridge street,
Brighton.
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 from 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 Pomt channel.
Brookhne 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 (tempora^ry) , 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 Roxbur^^
Gainsborough street (footlDridge) , over New York, New Haven
& Hartford Railroad, Providence Division.
Glenwood Avenue East (footbridge), over Neponset river,
Hyde Park.
Public Works Department. 105
Glenwood Avenue West, over Mother brook, Hyde Park.
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 &
Hartford 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.
Neptune road, over Boston, Revere Beach & Lynn Railroad.
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.
106 City Document No. 22.
In Charge of Park and Recreation Department.
Agassiz road, in Fens.
Audubon road, in Riverway, over Boston & Albany Railroad.
Berners street (footbridge) , over Bridle path in Riverway.
Boylston street, in Fens, over waterway.
Bridle path, in Riverway, over Muddy river.
* Castle Island (footbridge), in Marine Park, South Boston, to
Castle Island.
Charlesgate, in Fens, over Boston & Albany Railroad.
Circuit drive, over Scarboro pond, in Franklin Park.
Commonwealth avenue, in Fens, over watenjvay.
Cottage Farm, over Boston & Albany Railroad, at Common-
wealth avenue.
ElUcott Arch, in Franklin Park.
Fens, in Fens.
Forest Hills entrance, in Franklin Park.
Leverett pond (footbridge), in Olmsted Park.
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.
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 Maintance.
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. 107
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 Dorcester 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 & Maine 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.
BrookHne street, Brighton, to Cambridge, portion over Boston
& Albany Railroad.
Cambridge street, Charlestown, over Boston & Maine Railroa^
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 & Alban}^ Railroad, Brighton.
Fairmount avenue, over New York, New Haven & Hartford
Railroad, Midland Division, and Station street, Hyde Park.
108 City Document No. 22.
!
Glenwood Avenue, West, over passageway connecting land of
the New York, New Haven & Hartford Railroad, Hyde
Park.
Hyde Park avenue, over proposed electric connection between
Midland and Providence Division, New York, New Haven
<fe 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, ovei 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 Colofiy'Division.
V. — Bridges Maintained by Metropolitan District
Commission, Park Division.
* Charles River Dam.
Mattapan, over Neponset river
* Neponset, from Dorchester to Quincy.
North Beacon street, from Brighton to Watertown.
VI. — Bridges Wholly Maintained by Railroad Corpora-
tions.
1st. — Boston & Albany.
Albany street (over passenger tracks) .
Harrison avenue.
Public Works Department. 109
Market street, Brighton.
Tremont street.
Washington street.
^d. — Boston & Maine and Boston cfc Albany Railroads.
Main street.
3d. — Boston & Maine Railroad, Eastern Division.
Wauwatosa avenue, East Boston,
4th. — 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 & 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.
Arhngton 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.
110 City Document No. 22.
Washington street.
West street, Hyde Park.
West River street, Hyde Park.
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 . . 63
In charge of Bridge and Ferry Division and
Park and Recreation Department . . 2
In charge of Park and Recreation Depart-
ment 18
— 83
II. Number of which Boston maintains the part
within its limits :
In charge of Bridge and Ferry Division . . 7
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 surface ... 33
V. Number maintained by Metropohtan District
Commission 4
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, Providence Division . . 16
— 41
12
Public Works Department.
Ill
VII. Number maintained by the United States
Government 1
Total number 190
Table Showing the Widths of Channelways for Vessels in all Bridges
Over Navigable Water in the City of Boston in January, 1920.
Name op Bridge.
Location.
ii
Width.
Brighton to Cambridge. . . .
45 feet 0 incheg.
45 " 0 "
Boston Elevated Railw'ay
Charlestown to Everett
Boston to Charlestown
.,
75 " 0 "
Boston & Maine Railroad, Eastern
Division.
39 " 8 "
Boston & Maine Railroad, Eastern
Over Miller's river. .
35 " 0 "
Division.
Boston & Maine Railroad, Fitchburg
Division.
Boston to Charlestown
36 " 0 "
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 " 4 "
35 " 6 "
Division.
Over Fort Point channel
50 " 0 "
f Rrnnklinp strppt
40 " 0 "
* Cambridge
50 " 0 "
36 " 6 "
Charles River Dam (lock) . . .
45 " 0 "
Charlestown (main channel)
Boston to Charlestown ]
J
2
50 " 0 "
,49 « 9 "
Charlestown (north channel)
Chelsea (north channel)
Charlestown to Chelsea
2
125 " 0 "
Chelsea (south channel)
49 " 0 "
Chelsea street
East Boston to Chelsea
Over Fort Point channel
60 " 0 "
50 " 0 "
Dorchester avenue
41 " 3 "
Dover street . .
40 " 6 "
* Drawless channelway; clear headroom of 12 feet above basin level (about elevation S.O).
t Drawless channelway; clear headroom of 28 feet above basin level.
112 City Document No. 22.
Table Showing Widths of Channelways, etc., — Conclvded.
Name of Bridge.
Location.
Width.
Grand Junction Railroad
Brighton to Cambridge
East Boston to Chelsea
Dorchester to Milton
Boston to Cambridge ]
Charlestown to Everett
East Boston to Chelsea
39 i
60
50
[36
[37
75
100
38
41
51
45
75
37
50
39
50
36
36
36
eet 3 inches.
" 0 "
" 0 "
Harvard (Boston side) ... . .
" 7 "
Harvard (Cambridge side)
" 0 "
Maiden
« Q <I
Meridian street
" 0 "
Neponset (temporary)
New York, New Haven & Hartford
Railroad.
New York, New Haven & Hartford
Over Fort Point channel
Dorchester to Quincy
« 8 "
« 0 «
Railroad, Plymouth Division.
* North Beacon street
Brighton to Watertown
Over Fort Point channel
Charlestown to Cambridge
Over Fort Point channel
Over Reserved channel. South
Boston.
U Q U
Northern avenue
" 3 "
Prison Point
« 4 «
Summer street
" 0 "
Riiinrnpr st.rppt.
u 3 u
Victory
" 0 "
Warren
Boston to Charlestown
Brighton to Cambridge
Brighton to Watertown
u Q a
Western avenue
" 0 «
Western avenue
" 0 "
* Drawless channelway; clear headroom of 12 feet above basin level (about elevation 8.0).
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114 City Document No. 22.
ELEVATIONS AND DATUM PLANES REFERRED
TO BOSTON CITY BASE.
Feet.
* 0 . 00 Boston city base. This base is used by the
towns of Brookhne 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 Alinimum cellar bottom elevation when not
waterproofed.
9.82 South Boston base. Formerly "in use, now
abandoned.
0 . 00 Mean low water about 1830. j
f 0 . 34 Mean low water, 1867. t
-1-0.79 Mean low water, 1902. f
+0.58 Navy Yard base, 1902. f
10.63 Mean high water, 1902. j
5.71 Alean sea level, 1902. j
9.84 Mean rise and fairof tide, 1902. f
* Definition of Boston city base: "Boston city base is a datum plane 1.5 feet above the
average height of the sill of the Charlestown dry dock. " (Page 552, report of Committee
on Charles River Dam, 1903.)
■\ John R. Freeman, civil engineer, in report to Committee on Charles River Dam, 1903,
pp. 562, 569, 570.
Public Works Department.
115
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.
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.
6.00
1.62
115.74
145.15
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,
.Ian. 25,
Jan. 25,
Jan. 25,
Doc. 26,
Dec. 26,
Nov. 20,
.Ian. 13,
Jan. 13,
Nov. 7,
1722-23,
1851
1851,..,
1398....
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. Splading.
G. A. Clough.
F. P. Spalding.
Low Tides.
5.60
-3.50
-2.94
-3.00
-3.00
Nov.
27,
1898..
Feb.
1,
1900..
i'eb.
3,
1900. .
Feb.
4,
1904. .
Mar. 23,
1905..
Deer Island, metropolitan sewer station.
Deer Island, metropolitan sewer station.
South Boston station, Edison Electric. . .
Deer Island, metropolitan sewer station.
Deer Island, metropolitan sewer station.
Self-recording gauge.
Self-recording gauge.
D. A. Harrington.
Self-recording gauge.
Self-recording gauge.
116
City Document No. 22.
FERRY SERVICE.
The following steam ferryboats are in commission
When
Name. Built.
D. D. Kelly 1879
Hugh O'Brien 1883
General Hancock 1887
Governor Russell 1898
Noddle Island 1899
General Sumner 1900
.Tohn H. Sullivan 1912
Gross
Type.
Length.
Tonnage.
Side Wheel
160 ft. 3 in. 550
u
175 " 3 '
645
«
160 " 3 '
577
Propeller
164 " 3 '
713
u
164 " 3 '
710
a
164 « 3 '
703
u
172 " 3 '
826
Financial Statement for the Year Ending January 31,
1921.
1. Receipts.
Total cash receipts during the 3^ear
Cash in hands of tollmen at beginning of year
Cash paid over to City Collector . $92,151 50
Cash in hands of tollmen January
31, 1921 200 00
,151 50
200 00
},351 50
,351 50
2. Appropriations and Expenditures.
Received from annual appropriation for Ferry
Service $492,607 43
Received by transfer from Bridge Service . . 34,875 00
Received by transfer from Paving Service . . 23,026 97
Received by transfer from fuel supphes, etc . . 25,000 00
Unexpended balance from special appropriation
forferryboats, repairs, etc., February 1, 1921 . 27,904 00
Received from special appropriations :
East Boston Ferry, improvements, etc. . . *1, 000,000 00
Ferryboat "Noddle Island" .... 160,00000
Total appropriations and balance carried over
Total expenditures
[,763,413 40
815,576 19
,837 21
Unexpended balance of special appropriations
January 31, 1921 . . . $947,082 35
Transferred to City Treasury 754 86
$947,837 21
Public Works Department, 117
3. Result of Operations for the Year.
Receipts for the year (net income) . . . . $92,151 50
Ordinary expenses (maintenance
appropriation) .... $574,754 54
Interest paid on ferry debt . . 15,211 67
Depreciation on ferryboats 10,415 29
Decrease in value of machinery
and tools 247 54
t $600,629 04
Less increase of stock
of supplies
$1,933 94
Less increase in stock
of fuel .
13,968 40
1 ^ 00*^ "^.A
LOjJVZi Ot
Net outgo for the year t584,726 70
Net loss for the year t $492,575 20
* Includes $500,000 authorized but not issued.
t Does not include expenditures for special appropriations.
118
City Document No. 22.
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Total tangible i
Deficiency or loss
of the ferries f
VAILABLE AsSE
Cash in hands
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Rents receivah
>
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[XED Assets:
Real estate, lai
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Public Works Department.
119
Comparative Balance Sheets at the Close of each Year for Five Years,
January 31,
1917.
January 31,
1918.
January 31,
1919.
January 31,
1920.
January 31,
1921.
Cash, balance on hand . . . .
Cash, tollmen's capital . . . .
Rents receivable
Fuel and supplies in stock.
City Treasurer (balance of appro-
priation)
Ferryboats (less depreciation) .
Machinerj- and tools
Real estate, land and buildings
(assessors ' valuation)
$200 00
33 40
12,283 04
1,775 00
208,995 39
3,080 00
610,100 00
Total tangible assets.
Cost of avenues, etc.. East Boston
(previous to 1870) >
Deficiency of assets (loss).
$836,466 83
315,815 68
4,805,067 18
Totals.
$5,957,349 69
Liabilities.
Capital invested by City of Boston
to date
Appropriations account (credit
balances)
$5,955,574 69
1,775 00
Totalliabilities .
$5,957,349 69
$200 00
100 52
7,238 24
196,455 67
2,772 00
610,100 GO
$816,866 43
315,815 68
5,094,074 27
$6,226,756 38
$6,226,756 38
$6,226,756 38
$200 00
113 54
14,436 34
27,280 67
184,668 33
2,605 72
610,100 00
$200 00
137 87
19,950 60
27,904 00
173,588 23
2,475 44
610,100 00
$839,404 60
315,815 68
5,477,858 89
$834,356 14
315,815 68
5,878,459 23
$6,633,079 17
$7,028,631 05
$6,605,798 50
27,280 67
$7,000,727 05
27,904 00
$6,633,079 17
$7,028,631 05
$200 00
146 20
35,852 94
947,082 35
379,450 27
2,227 90
610.100 00
$1,975,059 66
315,815 68
6,395,570 42
$8,686,445 76
$7,739,363 41
947,082 35
$8,686,445 76
Detail of Capital Invested by the City of Boston.
Total expenditures to date' per ferry
$12,900,154 62
$13,331,024 31
7,995 00
279,148 85
$13,800,322 33
6,063 00
279,148 85
$14,292,449 75
5,428 50
279,148 85
$15,113,454 44
15 211 67
Interest of debt for the year (per
City Auditor)
14,987 91
279,148 85
Interest previous years, etc. (net
debits, per City Auditor)
279,148 85
Total expenditures
$13,194,291 38
7,238,716 69
$13,618,168 16
7,391,411 78
$14,085,534 18
7,479,735 68
$14,577,027 10
7,576,300 05
$15,407,814 96
7,668,451 55
Deduct total receipts paid to City
Collector
Excess expenditures, capital
$5,955,574 69
$6,226,756 38
$6,605,798 50
$7,000,727 05
$7,739,363 41
1 Included in deficiency of assets in Table 4.
120
City Document No. 22.
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121
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122 City Document No. 22.
Total Expenditures Upon Ferries Since 1858-59
Expenditures for avenues, paving, interest, etc,
previous to the purchase of the ferries by the
city $444,101 30
Purchase of ferries April, 1870 .... 276,375 00
Expenditures for ferryboats since April, 1870 . 959,347 91
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 $2,317,662 83
Expenditures for repairs of all kinds . . . 1,591,276 59
Expenditures for fuel 2,123,716 37
Expenditures for salaries and wages . . . 7,238,676 57
Expenditures for all other purposes . . . 2,136,482 60
$15,407,814 96
Total Receipts from Ferries, 1858=59.
Receipts from rents, etc., previous to purchase
of ferries $29,588 56
Receipts from ferry tolls since purchase of
ferries . . . . . . . . . 7,362,385 27
Receipts from rents since purchase of ferries . 68,432 69
Receipts from sale of ferryboats .... 149,067 44
Receipts from all other sources, per ferry books . ' 28,442 74
Receipts from all other sources, additional, per
City Auditor 30,734 85
Total receipts from all sources . . . $7,668,651 55
Less amount with tollmen as capital . . . 200 00
Total receipts, per auditor's figures . $7,668,451 55
Regular Annual (Ordinary) and Special Appropriations
(Extraordinary) of the Ferry Service for the Year
Ending January 31, 1921.
Appropriation (regular) for the year ending
January 31, 1921 $492,607 43
Received by transfer from Bridge Service . . 34,875 00
Received by transfer from the Paving Service . 23,026 97
Received by transfer from fuel supplies, etc. . 25,000 00
$575,509 40
Public Works Department.
Amount of expenditures (regular) for the year .
Unexpended balance to City Treasury
Special Appropriations.
Ferryboats, Repairs, Etc.
BalanceFebruary 1, 1920
Amount expended from February 1, 1920 .
BalanceJanuarySl, 1921
East Boston Ferry, Improvements, Etc.
Authorized under chapter 315, Acts of 1920 to borrow
$1,000,000 outside of debt hmit.
Loan authorized, June 19, 1920 . . . . *$1, 000,000 00
Amount expended from June 19, 1920, to
January 3 1,1921
123
$574,754 54
$754 86
$27,904 00
24,544 32
$3,359 68
Unexpended balance January 3 1 , 1 92 1
Ferryboat "Noddle Island".
Appropriation transferred September 22, 1920,
from appropriation for New Ferryboat and
Runways
Amount expended from September 22, 1920 to
January 31, 1921
Unexpended balance January 31, 1921
New Ferryboat and Runways.
Appropriation March 12, 1920 ....
Transferred September 22, 1920,
to Ferryboat "Noddle Island;' $160,000 00
Transferred to Long Island Fire
Protection . . . . . 105,000 00
Transferred to Municipal Build-
ing, Ward 12 ... . 135,000 00
Labor, engineering
Printing specifications .
Travelling expenses, engineers
Advertising ....
Blueprints ....
Carried forward
156,600 71
$843,399 29
$160,000 00
59,676 62
$100,323 38
$400,000 00
$400,000 00
$389 31
696
90
443
95
49
20
31
35
$1,610 71
* Authorized but not issued, $500,000.
124 City Document No. 22.
Brought forward $1,610 71
Amount paid James Swan, consulting engineer . 250 00
Amount paid Fay, Spofford and Thorndike, for
professional services for design and supervi-
sion of new ferryboats 11,750 00
Amount paid to Winnisimmet Ship Yard, Inc.,
under contract (contract price $335,000) for
building steel ferryboat (work not completed) 67,000 00
Amount paid to Groton Iron works, under con-
tract (contract price $379,950) for building
steel ferryboat (work not completed) . . 75,990 00
Total
Ferryboats, Repairs, Etc.
Labor, engineering
Printing specifications
Advertising
Amount paid to Boston Shipbuilding Company,
under contract for rebuilding superstructure
of double screw ferryboat, John H. Sullivan :
Contract price .... $39,850 00
Extra work, under contract, re-
placing broken chafing irons,
staving and covering boards
on both ends of boat . . . 1,356 80
$41,206 80
Less amount paid in 1919 18,629 87
Amount paid to Bertelsen &
Petersen Engineering Company
under contract for retubing con-
denser on ferryboat "John H.
SulKvan"
Contract price ..... $1,850 00
Less amount paid in 1919 . . 277 50
$156,600 71
$283
100
11
14
55
20
22,576 93
1,572 50
Total $24,544 32
Ferry Boat "Noddle Island"
Labor, engineering $88 22
Amount paid to Richard T. Green Company,
under contract (contract price $152,400) for
repairs and renewals to double screw ferry-
boat "Noddle Island" (work not completed) . 59,588 40
,676 62
Public Works Department.
125
Statement Showing Receipts at Each Ferry.
North Ferry.
From Tollmen'.
Foot
Passengers.
From
Tickets.
Totals.
Boston side
$10,645 60
9,709 20
$3,727 00
6,342 00
$14,372 60
East Boston side
16,051 20
$20,354 80
$10,069 00
$30,423 80
From tollmen
From gatemen :
For 80,643 foot passengers at 1
cent
For cash fares for teams .
Total at North Ferry
$806 43
15,791 06
,423 80
16,597 49
$47,021 29
South Ferry.
From Tolimen.
Foot
Passengers.
From
Tickets.
Totals.
Boston side
$9,286 42
8,285 57
$3,986 50
3,095 50
$13,272 92
East Boston side
11,381 07
$17,571 99
$7,082 00
$24,653 99
From tollmen
From gatemen :
For 73,991 foot passengers at 1
cent
For cash fares for teams
Total at South Ferry
$739 91
14,727 08
North and South Ferries as above
Tickets paid for at ferry office .
Received in lieu of free ferries July 4, 1920
Total from rates
Rents for the year
Sale of old material
Carried forward ....
$24,653 99
15,466 99
,120 98
^7,142 27
2,943 30
1 00
,086 57
553 27
280 78
,920 62
126
City Document No. 22.
Brought forward
. S90,920 62
Headhouse privileges
400 00
Commissions on public telephones .
119 30
Care of public telephone booths
48 00
Sale of coal
651 58
Damages to ferry
12 00
Total receipts for the year
. $92,151 50
Statement of Travel on the Ferries from February 1,
1920, TO January 31, 1921, Inclusive.
North Ferry. South Ferr y
Foot passengers at 1 cent each . 2,116,123 1,831,190
Foot passengers by ticket. . . 34,280 6,192
Foot passengers free .... 125 3,180
Total foot
One-horse teams, light motor trucks,
pleasure carriages and runabouts .
Two-horse teams and motor trucks .
Three-horse teams and heavy motor
trucks
Four-horse teams ....
Two-horse pleasure carriages and
hacks and touring cars .
Handcarts, etc
Drag wheels
Free teams, hacks and motor vehicles
2,150,528
1,840,562
230,860
196,788
206,394
117,321
1,231
1,672
2,874
2,099
131,898
2,823
94,844
2,401
" 9,3i5
7,335
574,587
433,269
Motor Vehicle Traffic.
Febnia'-y 1, 1920, to January 31, 1921, included in ahove figures.
North
Ferry
South
Ferry.
Total.
Runabouts
Tourin? cars
34,502
'135,535
3162,248
31,547
298,790
4138,551
66,049
234,325
300,809
Total
332,285
268,888
601 183
1 Includes 4,326 free.
2 " 4,315 "
3 " 4,379 "
< " 2,321 "
Total, 15,341 free.
Public Works Department.
127
Total paying foot
Total free foot passengers .
Total foot passengers carried
Total paying teams .
Total free teams ....
Total teams carried .
3,987,785
3,305
3,991,090
991,209
16,650
1,007,859
Total Travel on Both Ferries from February 1, 1915, to
January 31, 1921.
1915-16.
1916-17.
1917-18.
1918-19.
1919-20.
1920-21
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
173,821
4,935
6
437,254
314,109
4,105
3,774
Two-horse carriages, hackst • ■ . ■
Two-cent tolls, hand carts, etc. .
226,742
5,224
1
Paid teams at both ferries
Free teams at both ferries. .....
1,018,666
10,844
983,848
12,067
1,010,471
15,177
953,950
21,708
1,012,071
17,447
991,209
16,650
Total teams at both ferries,
1,029,510
995,915
1,025,648
975,658 1,029,518
1,007,859
5,676,118
2,053
4,631,244
1,763
4,191,410
846
3,952,673
2,820
4,424,773
4,500
3,987,785
3,305
Total foot passengers
5,678,171
4,633,007
4,192,256
3,955,493
4,429,273
3,991,090
Note: The above team travel includes automobiles.
*Includes one-seat automobiles, flncludes motor trucks. JIncludes two-seat automobiles.
128 City Document No. 22.
APPENDIX C.
REPORT OF THE DIVISION ENGINEER OF THE
HIGHWAY DIVISION.
Boston, February 1, 1921.
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,
1921.
The maintenance expenditures of the Highway Divi-
sion for the year were as follows:
Lighting Service $722,134 24
Paving Service 1,589,641 10
Total $2,311,775 34
Paving Service.
The department forces were employed in the mainte-
nance of the streets, nine city steam road rollers and two
hired rollers being employed in resurfacing and repairing
the macadam streets throughout the city.
General Plant.
Two asphalt mixing plants, one in Dorchester and one
in Brighton, operated by the department forces have
been producing both Topeka mixture and patching ma-
terials for the several districts. The nine steam road
rollers received the usual overhauling and repairing
during the winter months. All the boilers were inspected
and passed by the state inspectors, but owing to the age
of most of the machines it is expected that several will
be rejected after this season. Tools and equipment have
been kept in good condition by renewals and replace-
ments, except some carts which are beyond repair.
Public Works Department. 129
There are 102 horses in fair condition. Many of these
horses have grown old in the service and others that
have been taken over from other divisions were old
when transferred. It will be necessary to purchase some
new stock to replace some of the present lame and halt.
The past year was probably the hardest, as regards
road construction, ever known to this city. Abnormal
construction conditions, due to transportation difficulties,
high cost and scarcity of materials, delayed the proposed
program and increased the cost of pavements so that the
record of other years was not attained. The depart-
ment was called upon to remove an unprecedented
amount of snow and was engaged in this kind of work
until late in March. Early in April construction was
resumed on the thirteen (13) streets under contract and
uncompleted from 1919. Contracts were awarded in
1920 to construct or repave sixty-seven (67) streets and
forty- two (42) of them w^ere completed, leaving twenty-
four (24) to finish in 1921. About one hundred and
fifty (150) streets were resurfaced by the department
force with bituminous macadam or bituminous concrete.
About 76,000 square yards of granite block pavement
was laid on the following streets: Albany street, from
Broadway to Troy streets; Blackstone street, from
Clinton street to Haymarket square; Dorchester avenue,
from Dorchester Avenue Bridge to West second street;
Dudley street, from Alexander street to Stoughton
street; Federal street, from Franklin street to Dewey
square; Friend street, from Union street to Merrimac
street; Franklin street, from Devonshire street to Pearl
street; Rutherford avenue, from Cambridge street to
Chapman street; Grosvenor place, from Cliff street;
Main street, from City square across Alford street;
Public Alleys No. 710 and No. 818; Washington street,
from Archdale road to beyond Corinth street. New
granite blocks were laid on Albany street and Washing-
ton street and on the other streets the blocks were
either relaid or recut.
About 56,000 square yards of sheet asphalt and binder
was laid on the following streets, both on macadam base
and on concrete base: Centre street, from Allandale
street to South street; Cushman road, Brighton;
Easton street, Brighton; Glenville avenue, Brighton;
South street at Centre street; Tremont street, Dover
street to Northampton street and William Jackson
avenue, Brighton.
130 City Document No. 22.
About 12,300 square yards of bitulithic pavement was
laid in the following streets: Huntington avenue, at
Jamaicaway; Stuart street, from Clarendon street to
Trinity place, and Washington street, Brighton.
About 58,000 square yards of Topeka pavement was
laid in the following streets on both macadam base and
concrete base: Babcock street; Beech street, from Park-
way to Belgrade avenue; Belgrade avenue, from Ana-
wan avenue to Centre street; Centre street, from South
street to Spring street; Centre street, from Forbes
street to Boylston street; Elder street; Falkland ter-
race; Farquhar street; Hamlin street; Harvard street,
from Fabyan street to beyond Brookview street; Have-
lock street; Hyde Park avenue, from Metropolitan
avenue to River street ; McCraw street; Pleasant street,
from East Cottage street to Stoughton street; Pleasant
street, from Stoughton street to Savin Hill avenue;
Wilcock street; Wilbur street; Wollaston terrace and
York street.
About 17,000 square yards of wood block pavement
was laid on the following streets, all on a concrete base:
Beacon street, from Massachusetts avenue to Raleigh
street; Boylston street (northerly side), from Tremont
street to Charles street; Charles street, from Fruit
street to Allen street; Devonshire street, from Water
street to Franklin street; East Fourth street, from K
street to P street; Tremont street (westerly side),
from Park street to Boylston street, and Washington
street, from Beech street to Kneeland street.
About 4,300 square yards of macadam was laid on Mt.
Vernon street, from Joy street to West Cedar street.
Lighting Service.
There are in operation 5,354 arcs, 4,667 tungsten in-
candescents, 9,725 single mantle gas lamps and 143 fire
alarm gas lamps, an increase of 71 over the preceding
year. Part of this increase was the extension of the
''white way" lighting in Tremont and Boylston streets
to Park square, an installation of 23 new boulevard
lamps. The Lighting Service is lighting 605 miles of
public ways and about three hundred miles of private
ways.
Yours respectfully,
James H. Sullivan,
Division Engineer.
Public Works Department.
131
HIGHWAY DIVISION — LIGHTING SERVICE.
Financial Statement.
Expenditures, February 1, 1920, to January 31, 1921.
Electric Lighting:
Arc.
Edison Electric Illuminating
Company . . . . . $393,659 73
Charlestown Gas and Electric
Company 23,311 18
Incandescent.
Edison Electric Illuminating
Company
Charlestown Gas and Electric
Company
,399 61
21 12
Gas Lighting:
Boston Consolidated Gas Com-
pany $195,537 20
Charlestown Gas and Electric
Company
Charlestown Gas and Electric
Company fire alarm lamps
10,536 94
399 97
Salaries and Wages:
Division Engineer (part of)
Clerk and supervisor
Stenographer and clerk.
Lighting inspectors
Pensions ....
Automobile Expenses: (2 automobiles) :
Registration
Gasolene, oil, etc
Shoes and tubes, new and repairs
Supplies
Repairs
;i,250 00
1,859 89
1,311 72
963 69
360 00
$10 00
185 85
154 60
22 43
46 30
Construction:
Instalhng lamps and posts and removing and
relocating lamps, posts etc., less rebates
$416,970 91
82,420 73
206,474 11
5,745 30
419 18
3,427 87
Carried forward $715,458 10
132 City Document No. 22,
Brought fonvard $715,458 10
Office Expc7ises:
Printing ....
Postage ....
Stationery and periodicals
189 32
Miscellmieous.
Telephone tolls ....
Travel expenses (car fares) .
Typewriter repairs and inspection
Broken lamps ....
Globes and shade frames
141 84
Installing boulevard lamps on Tremont and
Boylston streets 6,344 98
$118 80
29
00
41
52
$4
00
26 74
13 50
60
97
00
$722,134 24
Revenue Credited to General Revenue.
Lighting Boston and Cambridge bridges . . $2,573 29
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 Park street to Boylston, and Boylston, from
Tremont to Park square, by the installation of 23 new
boulevard lamps. Tenean beach, 4 new magnetite arc
lamps were installed. In addition to these, throughout
the city the lighting system was increased by the in-
stallation of 27 new magnetite arcs and 57 incandescent
and 22 gas lamps at various locations. The usual
amount of regulation and relocation of lamps and
services made necessary 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 at-
tended to. All streets in the underground district pre-
scribed for the year have been inspected and necessary
changes and additions have been made.
The number of miles of streets and w^ays lighted by
this service is as f ollow^s :
Public Works Department. 133
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, 7,703; incandescent, 2,939,
and gas lamps, 9,572.
There are in operation 19,889 arc, incandescents and
gas lamps, divided as follows: 5,354 arcs, 4,667 tungsten
incandescents, 9,725 single mantle gas lamps and 143
fire alarm gas lamps.
Lamps Installed.
Magnetite arc lamps 40
Tungsten lamps 57
Single mantle gas lamps 22
— 119
Lamps Discontinued.
Magnetite arc lamps 4
Tungsten lamps 9
Single mantle gas l^mps 34
Fire alarm gas lamps ..... 1
— 48
Net increase 71
134
City Document No. 22.
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135
The following table shows the number of lamps of
various types in use on January 1, 1921, as compared
with the number in use on January 1, 1920:
January,
1921.
January,
1920.
Increase or
Decrease.
Single mantle gas . . . .
Fire alarm gas
Magnetite arc
Tungsten incandescent
9,725
143
5,354
4,667
9,737
144
5,318
4,619
—12
— 1
+36
+48
19,889
19,818
+71
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, 1920
$6 66
18 84
22 10
15 08
6 62
11 50
7 20
19 73
16 13
15 07
8 96
11 97
$56 86
375 31
397 93
222 18
27 76
8 17
5 34
9 30
9 46
17 38
30 21
37 77
$253 66
March
299 61
April
441 63
May
333 98
June
145 83
July
107 89
August
69 17
September
86 26
October
November
December
January, 1921
118 55
135 87
241 34
259 36
$159 85
$1,197 67
$2,543 14
Gas
Lighting
There are 9,725 single mantle gas lamps and 143
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 equipment,
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 repair-
ing of same.
136
City Document No. 22.
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137
Electric Lighting.
There are in use 5,354 magnetite arc lamps, 3,323
40 candle power, 1,306 GO 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
JO . 18 cent
.25 cent
12 00
.2 cent
.3 cent
18 GO
.4 cent
.5 cent
25 00
36 00
1 cent
1 . 5 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.
138
City Document No. 22.
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139
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140 City Document No. 22. .
PAVING SERVICE.
The following is a description of the most important
work done during the year:
Granite Block Pavement.
Albany street, from Broadway to about 75 feet south of
Troy street. (See "Assessment Streets.")
Blackstone street, from CHnton street to Haymarket
square, is about 1,115 feet in length. A contract for relaying
the granite block pavement in this street was awarded to
Coleman Brothers, Inc., on August 3, 1920. Considerable
repaving was done outside the prescribed limits of the contract
on Blackstone street. North street and Creek square. A new
6-inch concrete base was laid between Clinton street and 7 feet
west of the east tangent of Creek square. From this point to
Hanover street, the old concrete base was practically cut to
pieces; in some places the width of the old concrete base being
only 13 feet of the original 40 feet. From Hanover street to
Haymarket square the old concrete base was in fair condition.
The granite blocks were laid upon the concrete base with a sand
bed and grouted joints. The edgestone was reset and the old
brick sidewalks were replaced with artificial stone sidewalks.
The sidewalks and roadway were laid under a five-year main-
tenance guaranty.
Dorchester avenue, from Dorchester Avenue Bridge to
West Second street, is about 749 feet in length. A contract
for paving this street with second-hand granite blocks with
grout joints on a concrete base was awarded to John Kelly
Company August 29, 1920. The street is from 60 to 75 feet
in width with a roadway of 40 to 55 feet in width and sidewalks
9 to 11 feet in width. The contractor reset the edgestone,
barred out, cleaned, culled and piled the existing granite blocks
and excavated the roadway. The roadway was paved with
second-hand granite blocks with grout joints on a 6-inch
concrete base, under a five-year maintenance guaranty. The
existing brick sidewalks were relaid. The straight edgestone,
corners and circular edgestone were furnished by the city on
the line oi the work. Second-hand granite blocks for renewals
were furnished by the city at the Dorchester avenue pile and
hauled by the contractor. Second-hand sidewalk bricks were
furnished by the city at the Chestnut Hill avenue paving yard
and hauled by the contractor. All other materials were
furnished bj^ 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 with grout joints on
Public Works Department. 141
a 6-inch concrete base. The former surface of the street was
granite block, gravel base and joints, with brick sidewalks.
Dudley street, from Alexander street to Stoughton street,
is about 1,400 feet in length. A contract for repaying this
street was awarded to De Stephano Brothers August 18, 1920.
It is a 60-foot street with 10-foot artificial stone sidewalks,
granite edgestone and a 40-foot roadway with a double car
track in the center. The roadway is paved with granite blocks,
grout joints, on a 6-inch cement concrete base. The best of
the old blocks in the roadway were selected and used in the new
work. The rejected granite blocks and other surplus paving
materials were hauled to the city lot by the contractor. The
new edgestone was furnished by the city on the line of work.
The paving blocks required to complete the work were furnished
by the city and hauled by the contractor. All other materials
were furnished by the contractor. The artificial stone side-
walks and granite block pavement were laid under a five-year
maintenance guaranty. The street car tracks were set to
grade and paved by the Boston Elevated Railway Company.
Only a small part of the work remained unfinished when the
work was suspended on account of cold weather. Work will
be resumed in the spring.
Fargo street, from B street to C street. (See "Assessment
Streets.")
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 19, 1919. Work was commenced October 23,
1919; suspended December 30, 1919; resumed April 1, 1920,
and completed May 4, 1920. The roadway is 40 feet in width
with sidewalks 10 feet in width. The contractor did the
excavating and recut 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 road-
way was paved with wood blocks on a cement mortar bed
with sand joints, under a five-year maintenance guaranty.
From Franklin street, to Dewey square, the roadway was paved
with recut granite blocks on a sand bed with grout joints,
under a five-year maintenance guaranty. 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, except where granite blocks were laid, they were
not recut. The former surface of the street was granite block
with pitch joints on a concrete base. In connection with this
contract, work was done in Purchase street and High street
w^here the existing granite blocks were relaid with grout joints.
Channing street, from Federal street to Congress street, was
paved with second-hand granite blocks with grout joints on a
gravel base. All the above work was done under a five-year
maintenance guaranty.
142 City Document No. 22.
Friend street, from Union street to Causeway street, is
about 1,860 feet in length. A contract for paving this street
with second-hand granite blocks with grout joints on a concrete
base was awarded to B. E. Grant Companj'' October 11, 1920.
The street is about 35 feet in width with a roadway 25 feet in
width and sidewalks 5 feet in width. Work was commenced
October 22, 1920 and suspended November 15, 1920. The con-
tractor reset the edgestone, barred out, culled and piled the
old granite blocks and excavated the roadway. The roadway
was paved with second-hand granite blocks with grout joints
on a 6-inch concrete base, under a five-year maintenance
guaranty. The brick sidewalks were replaced with artificial
stone on existing foundation under a five-year maintenance
guaranty. The straight edgestone, circles and corners were
furnished by the city on the line of work. Granite blocks,
for renewals, were furnished by the city at the Massachusetts
avenue lot and hauled by the contractor. All other materials
were furnished by the contractor. Work will be resumed in the
spring.
Franklin street, from Devonshire street to Broad street,
is about 820 feet in length. A contract to repave this street
was awarded to James Doherty June 25, 1920. The contractor
removed the existing granite block, repaired the old concrete
base and relaid the old granite blocks with grout joints. The
work was done from 60 feet west of Devonshire street to Pearl
street and was suspended on account of new building construc-
tion which was gomg on beyond this point. The city furnished
all additional granite blocks that were required and all other
materials were furnished by the contractor. The pavement was
relaid under a five-year maintenance guaranty.
Qrosvenor place, from Chff street. (See "Assessment
Streets.")
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 6-inch concrete
base was awarded to W^illiam J. Barry June 10, 1919. Work
was commenced July 14, 1919; suspended January 8, 1920;
resumed April 5, 1920 and completed June 12, 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 concrete base.
The brick sidewalks were replaced with artificial stone on the
existing foundation. The straight edgestone and corners were
furnished by the city and hauled by the contractor. 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, Dorchester avenue lot
and East Fifth street lot. The recut granite block pavement
and the artificial stone sidewalks were laid under a five-year
Public Works Department. 143
maintenance guaranty. The car tracks were set to grade by
the Boston Elevated Railway Company, and the area between
the rails paved with reeut granite blocks with grout joints on a
6-inch concrete base. The old granite blocks in the part of the
street between Mead street and Alford street were bought by
the contractor. The former surface of the street was granite
block with gravel joints and gravel bed.
Public Alley No. 710, from East Brookline street to East
Newton street. (See "Assessment Streets.")
Public Alley No. 909, from Massachusetts avenue to Hemen-
way street. (See "Assessment Streets.")
Public Alley No. 818, from St. Stephens street. (See
"Assessment Streets.")
Portland street, from Hanover street to Causewaj'' street.
A contract to repave this street with granite block pavement
was awarded to the B. E. Gra,nt Company on October 11, 1920.
Owing to the lateness of the season, the work was not started.
The street will be completed in the spring.
Richmond street, from Hanover street to Atlantic avenue.
A contract to repave this street with granite block pavement
was awarded to B. E. Grant Company. Owing to the lateness
of the season, work was not started. The contract was awarded
October 11, 1920. The street will be completed in the spring.
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, Inc.,
November 24, 1919. The contractor reset the edgestone, relaid
the bricks sidewalks and repaved the roadway with recut
granite blocks on a 6-inch concrete base with cement grout
joints. The existing granite blocks were barred up and recut
by the contractor and additional granite blocks received were
recut and hauled from the Medford street yard and from the
Massachusetts avenue lot. The city furnished the new edge-
stone, the sidewalk bricks and paving blocks. All other mate-
rials were furnished by the contractor who also bought the
old flagging and rejected paving blocks used in the old pavement.
The new pavement was laid under a five-year maintenance
guaranty.
Washington street, from Archdale road to 75 feet soulh of
Corinth street, is about 3,387 feet in length. A contract for
constructing the surface of this street was awarded to Wilham
J. Barry June 25, 1920. It is a 60 foot street with granite
edgestone, 8-foot sidewalks, principally of gravel and the road-
way is paved with 5- inch granite blocks on 6-inch concrete base
with grout joints, on each side of car tracks location. The pave-
ment was laid under a five->ear maintenance guaranty. With
the exception of a comparatively small amount of artificial
stone sidewalks, the work was completed this year. The side-
walk will be laid in the spring, as soon as weather conditions
permit.
144 City Document No. 22.
Asphalt Pavement.
Centre street, from Allandale street to South street is about
6,502 feet in length. A contract to surface this street with a
sheet asphalt pavement, laid upon the existing macadam, was
awarded to The Bermudez Company September 7, 1920. A
retaining wall 170 feet in length was constructed at the corner
of South street. Considerable pavement was laid outside
original limits for approaches to business plants. With the
exception of a small area, the roadway is practically completed.
Cushman road, from Dustin street to Glencoe street.
(See "Assessment Streets.")
Easton street, from North Harvard street to Mansfield
street. (See "Assessment Streets.")
Qlenville avenue, from Greylock road to Allston- street.
(See "Assessment Streets.")
South street, from Centre street about 270 feet easterly.
(See "Assessment Streets.")
Tremont street, from Dover street to Northampton street
is about 3,854 feet in length. A contract for paving this street
with an asphalt pavement was awarded to B. E. Grant Company
November 18, 1919. This street is about 100 feet in width
with a roadway 70 feet in width and sidewalks 15 feet in width.
Work was commenced December 12, 1919; suspended Decem-
ber 31, 1919; resumed April 5, 1920 and completed September
20, 1920. The contractor reset the edgestone and excavated
the roadway. The roadway was pavecl with l|-inch asphalt
wearing surface on 1^-inch bituminous concrete binder on a
6-iEch Portland cement concrete base. The brows, dummy,
edgeings and driveways were paved with recut granite blocks
with grout joints on a 6-inch concrete base. The brick side-
walks were replaced with artificial stone on the existing founda-
tion. The asphalt pavement, granite blocks and artificial
stone sidewalks were laid under a five-year maintenance
guaranty. The straight edgestone, circles and corners were
furnished by the city on the fine of work. All other materials
were furnished by the contractor. The granite blocks were
recut on the line of work and at the Massachusetts avenue lot.
The car tracks were set to grade by the Boston Elevated Rail-
way Company and the area between the rails paved with recut
granite blocks with grout joints on a 6-inch concrete base. In
connection with this contract, Montgomery street, from
Clarendon street to Dartmouth street, and Union Park street,
from Tremont street to Montgomery street were paved with an
asphalt pavement on a macadam foundation, under a five-
year maintenance guaranty. The edgestone was reset and the
brick sidewalks replaced with artificial stone where directed,
under a five-year maintenance guaranty. The former surface
of Tremont street was granite block, gravel base and joints with
brick sidewalks and on Montgomery street and Union Park
street the surfaces were macadam with brick sidewalks.
Public Works Department. 145
William Jacl<son avenue, from Chestnut Hill avenue to
Audubon road. (See "Assessment Streets.")
BiTULiTHic Pavement.
Huntington avenue, at Jamaicawa3^ A contract for re-
surfacing the southerly roadway of Huntington avenue for
about 150 feet, to conform with the pavement then being laid
by the Park and Recreation Department on Jamaicaway, was
awarded to Warren Brothers Company September 22, 1920.
About 485 squaic yards of 2-inch bitulithic wearing suiiace on
the existing macadam base was laid under this contract. The
contractor furnished all the new materials and guaranteed the
bituHthic pavement for a period of five years. The former
surface of the street was bituminous macadam.
Stuart street, from Clarendon street to Trinity place. (See
"Assessment Streets.")
Washington street, Brighton, from Market street to Tre-
mont 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 contrac-
tor hauled and set the new straight edgestone, set the circular
edgestone and reset the old edgestone and furnished and laid
aitificial stone sidewalks. The old gutters were removed and
the bitulithic pavement was laid on the old macadam as a
foundation. The Boston Elevated Railway Company car
tracks were set to grade and paved with recut granite blocks on
a concrete base with grout joints. The south side of the street,
from Oakland street to Lake street, was paved with recut
granite blocks on a concrete base with grout joints, on account
of the heavy teaming on the steep grade. The city furnished
the paving blocks and edgestone. All other materials were
furnished by the contractor. The pavement and sidewalks
were laid under a five-year maintenance guaranty. Most of the
work was done in 1919.
ToPEKA Pavement.
Arbutus street, from Blue Hill avenue to Irma street. (See
"Assessment Streets.")
Archdale road, from Washington street to South street.
(See "Assessment Streets.")
Babcock street, from Commonwealth avenue to Boston &
Albany Railroad. (See "Assessment Streets.")
Beecli street, from West Roxbury Parkw^ay to Belgrade
avenue. (See "Assessment Streets.")
Belgrade avenue, from Anawan avenue to Centre street.
(See "Assessment Streets.")
Centre street, from South street to Spring street. (See
"Assessment Streets.")
Centre street, Jamaica Plain, from Forbes street to Boylston
street, is about 1,386 feet in length. A contract to pave the
146 City Document No. 22.
surface of this street with Topeka pavement was awarded to
the Central Construction Company November 23, 1920. The
contractor set the new edgestone and reset the old stone, re-
moved the old gutters and paved the roadway with Topeka on a
macadam foundation. The brows of car tracks were repaved
with grout joints. Some of the brick sidewalk has been relaid
and the balance of the brick sidewalk and some artificial si one
are to be laid in the spring. The city furnished the edgestone,
paving blocks and sidewalk materials. All other materials
were furnished by the contractor. The Topeka pavement and
artificial stone sidewalks were laid under a five-year maintenance
guaranty.
Cummington street, from Commonwealth avenue to Bos-
ton & Albany Railroad. (See ''Assessment Streets.")
Elder street, from Columbia road to Humphreys street.
(See "Assessment Streets.")
Falkland terrace, from Hobart street to Brooksdale road.
(See "Assessment Streets.")
Farquhar street, from Selwyn street to Centre street. (See
"Assessment Streets.")
Green street, Jamaica Plain, from Call street to Centre
street, is about 1,992 feet in length. A contract to pave the
surface of this street was awarded to the Central Construction
Company November 23, 1920. Due to the lateness of the
season, nothing was done on this street. The work to be done
is to reset the edgestone, furnish and lay artificial stone side-
walks and pave the roadway with Topeka pavement on the old
macadam as a foundation.
Green street, from Washington street across Call street, is
about 888 feet in length. A contract for constructing this street
was awarded to the Central Construction Company October 22,
1919. Work was begun October 20, 1919 ; suspended December
15, 1919; resumed September 16, 1920, and completed October
2, 1920. The sidewalks were completed and a Topeka pave-
ment on a 6-inch concrete base laid in driveways this j^ear. The
contractor furnished all materials. The artificial stone side-
walks and Topeka pavement were laid under a five-j'ear main-
tenance guaranty.
Hamlin street, from East Eighth street to Columbia road.
(See "Assessment Streets.")
Harvard street, from Fabyan street to bej^ond Brookview
street. (See "Assessment Streets.")
Havelock street, from Blue Hill avenue to Morton street.
(See "Assessment Streets. ")
Hyde Park avenue, from Metropolitan avenue to River
street. (See "Assessment Streets.")
McCraw street, from Belgrade avenue to West Roxbury
Branch Railroad. (See "Assessment Streets.")
Pleasant street, from East Cottage street to Stoughton
street, is about 1,418 feet in length. A contract for repaving
this street was awarded to the Central Construction Company
Public Works Department. 147
August 16, 1920. This street is from 70 to 73 feet in width with
sidewalks from 10 to 18 feet in width, having a 10-foot artificial
stone walk and a loam space, granite edgestone and a 2-inch
Topeka roadway laid on the existing macadam base. The new
circular edgestone was furnished by the city on the line of work.
The contractor furnished all other new materials and hauled the
surplus paving materials to the city lot on Massachusetts
avenue. The artificial stone sidewalks and Topeka roadway
were laid under a five-year maintenance guaranty. The former
surface of this street was bituminous macadam.
Pleasant street, from Stoughton street to Savin Hill avenue,
is about 830 feet in length. A contract for repaving the surface
of this street was awarded to Francis J. Burke October 15, 1920.
It is a 60-foot street with 10-foot artificial stone sidewalks,
granite edgestone and a 40-foot roadway, paved with a 2-inch
Topeka wearing surface on a 6-inch cement concrete base. A
double track runs through the center of the street which was
regulated by the Boston Elevated Railway Company. The
space between the tracks was paved by the contractor with
granite blocks and grout joints on a 6-inch cement concrete
base. The new edgestone was furnished by the city on the
line of work. All other materials were furnished by the con-
tractor who hauled the surplus paving materials to the city
yard. The artificial stone sidewalks and Topeka roadway were
laid under a five-year maintenance guaranty. The former
surface of the street was asphalt macadam.
River street, from bridge over the Providence Division
Railroad across Everett square, is about 1,269 feet in length.
A contract to pave this street with Topeka was awarded to the
Central Construction Company on November 2, 1920. Owing
to tl\e lateness of the season, work was not started.
Wilcock street, from Blue Hill avenue to Morton street.
(See "Assessment Streets.")
Wilbur street, from Cushing avenue to Upham avenue.
(See "Assessment Streets.")
Wollaston terrace, from Woo drow avenue to Jones avenue.
(See "Assessment Streets.")
York street, from Glenway street to Greenwood street.
(See "Assessment Streets.")
Wood Block Pavement.
Beacon street, from Massachusetts avenue to Raleigh street,
is about 1,455 feet in length. A contract for paving this street
with wood block with a sand joint on a concrete base was
awarded to James Doherty October 22, 1919. This street is
60 feet in width with a roadwav 40 feet in width and sidewalks
10 feet in width. The contractor did the excavating and set
the edgestone. The old concrete base was renoved where
necessary and replaced with a new 6-inch concrete base. The
remainder was cleaned and brought up to grade with new
148 City Document No. 22.
concrete. A wood block pavement was laid on the concrete
base on a 1-inch cement mortar l)od with sand joints. The
work was done under a five-year maintenance guaranty. In
parts of the dummy, the existing wood block was relaid. The
brick sidewalks were replaced with artificial stone on existing
foundation and provided with tree pits under a five-year main-
tenance guaranty. The straight edgestone, circles and corners
were furnished by the city on the line cf work. All other
materials were furnished by the contractor. Between Charles-
gate East and Raleigh street, the car tracks were set to grade
by the Boston Elevated Railway Company, and the area
between the rails paved to conform to the work done by the
contractor. The former surface of the street was wood block
,on a concrete base with brick sidewalks.
Boylston street (northerly side), from Tremont street to
Charles street. (See ''Assessment Streets.")
Charles street, from Fruit street to Allen street, is about
670 feet in length. A contract for paving this street with wood
block with sand joints on a concrete base was awarded to John
McCourt Company July 2, 1920. This street is 60 feet in
width with a roadway 40 feet in width and sidewalks from 1 1 to
14 feet wide. The contractor removed the old asphalt pave-
ment, reset the edgestone, chipped and removed the old concrete
base, where directed, and brought it up to the proper grade with
new concrete. A wood block pavement was laid on the concrete
base with cement mortar bed and sand joints, under a five-year
maintenance guaranty. On the east sidewalk, the brick side-
walk was replaced with artificial stone, laid under a five-year
maintenance guaranty. On the west side, the brick sidewalk
was relaid under a five-year maintenance guaranty. The
straight edgestone corners and circular edgestone were furnished
by the city on 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 to conform with the work done by the contractor.
The former surface of the street was asphalt on a concrete base
with brick sidewalks.
Devonshire street, from Franklin street to Water street, is
about 730 feet in length. A contract to pave the surface of this
street with wood block was awarded to James Doherty May 12,
1920. The contractor removed the existing asphalt pavement,
repaired the old concrete base and furnished and laid the wood
block pavement on a cement mortar bed with sand joints, under
a five-year maintenance guaranty. Considerable granite block
paving was relaid with grout joints at the Milk street inter-
section. All materials were furnished by the contractor.
East Fourth street, from K street across P street, is about
2,813 feet in length. A contract for constructing the surface
for this street was awarded to John E. Quinn May 7, 1919.
Work was begun May 28, 1919 and suspended January 8, 1920.
Public Works Department. 149
Work was resumed April 12, 1920 and completed May 29, 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, paved with 3}-inch wood block on a 6-inch concrete
base, except that the intersection of M street, N street and P
street and a part of the dummj'^ between the car tracks are
paved with granite blocks with grout joints on a concrete base.
A single car track which runs through the center of the street
from K street to L street and a double track from L street to
P street was regulated by the Boston Elevated Railway Com-
pany. The granite block paving in the dummy, between the
car tracks, from N street to P street and the wood block paving
in the widening at the northeast corner of the street were laid
bj^ the city forces. The former surface of the street was granite
block with gravel joints on a gravel bed.
Tremont street (northerly side), from Park street to
Boylston street. (See "Assessment Streets. ")
Washington street, city proper, Beach street across Knee-
land street, is about 290 feet in length. A contract to pave
the surface of this street was awarded to James Doherty May 12,
1920. The contractor reset the edgestone,, repaired the old
concrete base and furnished and laid a wood block pavement on
a mortar bed with sand joints. Considerable granite block
paving was relaid at the intersection of Beach street and Knee-
land street. The work at Kneeland street is yet to be done and
will be completed when the street car tracks are set to grade.
The walks and pavement are laid under a five-year maintenance
guarant3^ The contractor furnished all materials necessary to
do the work excepting a small amount of edgestone. Work will
be resumed in the spring.
SiMAsco Pavement.
Arlington street, Brighton, from Market street across
Leicester street, is about 475 feet in length. A contract to pave
the surface of this street with Simasco pavement was awarded
to Simpson Brothers Corporation November 2, 1920. The
contractor set the new edgestone, furnished and laid the arti-
ficial stone sidewalks on a cinder foundation. Owing to the
lateness of the season the pavement has not been laid but will
be completed in the spring. The block gutters are to be re-
moved and the pavement laid on a macadam foundation.
Market street, from Washington street across Western
avenue, is about 5,015 feet in length. A contract to pave the
surface of this street with a Simasco pavement was awarded to
Simpson Brothers Corporation November 2, 1920. Owing to
the lateness of the season, little work has been done on this
contract. It consisted of setting the edgestone and furnishing
and laying the artificial stone sidewalks in front of the church
near Arlington street. The work to be done is to set and reset
150 City Document No. 22.
edgestone, furnished and lay artificial stone sidewalks and pave
the roadway with Simasco pavement on the old macadam
foundation and to pave the dummy and brows of car tracks
with recut granite blocks with grout joints.
Bituminous Macadam Pavement.
Mt. Vernon street, from Joy street to West Cedar street,
is about 1,200 feet in length. A contract for paving this street
Avith brick blocks with grout joints on a 6-inch concrete base,
was awarded to John W. O'Connell October 3, 1920. A change
was made in the contract and the brick block pavement was
omitted and bituminous macadam substituted. This street
has a roadway from 2G to 34 feet in width and sidewalks 8 to 12
feet in width. The contractor reset the edgestone, removed
the cobble gutters and graded the roadway. On the founda-
tion thus prepared the contractor spread and rolled the crushed
stone. The straight edgestone, circles and corners were fur-
nished by the city on the line of work. The crushed stone for
the roadway was furnished by the city and spread by the con-
tractor. The tar binder was furnished and applied by the city.
All other materials were furnished by the contractor. The
existing brick sidewalks were relaid. The former surface of
this street was macadam with cobble gutters and brick side-
walks.
Artificial Stone Sidewalks.
Ashmont street, from Neponset avenue to Train street, is
about 1,035 feet in length. A contract for constructing the
artificial stone sidewalks on the north side of this street was
awarded to Joseph A. Singarella May 24, 1920. Work was
begun June 2, 1920 and completed July 10, 1920. It is a 45-
foot street with artificial stone sidewalks on the north side,
from 8 to 10 feet in width, granite edgestone, granite block
gutters and macadam roadw^ay. The circular edgestone was
furnished by the city and all other materials were furnished by
the contractor. The sidewalk was laid under a five-year
maintenance guaranty.
Ashfield street, from Walter street to Fairview street, is
about 791 feet in length. A contract for constructing the
artificial stone sidewalks was awarded to John Kelly Company
July 2, 1920. Work was begun August 2, 1920 and completed
September 29, 1920. The edgestone was set and reset, part of
which was set on crushed stone and concrete foundation.
Granite block gutters were laid and artificial stone sidewalks
constructed 7 feet in width. The edgestone was furnished on
the line of work by the city. The granite blocks 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-j^ear maintenance guaranty.
Brooks street, Brighton, from Hobart street to Faneuil
Public Works Department. • 151
street, is about 1,132 feet in length. A contract for construct-
ing artificial stone sidewalks was awarded to Piazuolo and
Alfieri, July 2, 1920. Work was begun June 29, 1920 and
completed September 4, 1920. The contractor did the exca-
vating and hauled the surplus material to Cushman road, set
the edgestone, furnished and placed the cinder foundation and
laid the artificial stone sidewalks. The walks on the east side
of the street are full width, 8 feet wide, while on the west side
of the street, from Faneuil street to Bigelow street the walks
are 11 feet wide with 5-foot artificial stone sidewalks and a
loam space. From Bigelow street to Gerrish street is full
width of 9 feet, consisting of 5-foot artificial stone sidewalks
and a loam space. The city furnished all the new edgestone.
The contractor furnished, graded and seeded the loam space.
All other materials were furnished by the contractor. The
walks were laid under a five-year maintenance guaranty.
Broadway (south side), from Washington street to Shaw-
mut avenue, is about 408 feet in length. A contract to furnish
and lay artificial stone sidewalks was awarded to the Pignat
Vincenzi ^Mosaic Company, November 25, 1919. Work was
started November 25, 1919; suspended December 2, 1919;
resumed May 18, 1920 and completed May 26, 1920. The
contractor furnished all the materials necessar}^ to do the work.
Congreve street, from South street to Centre street, is
about 1,422 feet in length. A contract for constructing arti-
ficial stone sidewalks was awarded to the John Kelly Company
July 2, 1920. Work was begun July 8, 1920 and completed
September 23, 1290. The edgestone was reset, part of which
was set on the crushed stone and concrete foundation. Granite
block gutters were relaid and artificial stone sidewalks, 7 feet
in width, were constructed. Small corners were furnished by
the city on the line of work. All other materials were furnished
by the contractor. The artificial sidewalks were laid under a
five-year maintenance guaranty.
Hastings street, from Centre street to Montview street, is
about 1,127 feet in length. A contract for constructing arti-
ficial stone sidewalks was awarded to the John Kelly Company
July 2, 1920. Work was begun September 7, 1920 and com-
pleted October 26, 1920. The edgestone was furnished by the
city on the line of work and set by the contractor, a part of
which was set on crushed stone and concrete foundation.
Granite block gutters were laid and artificial stone sidewalks
constructed, 7 feet in width. All other materials were furnished
by the contractor. The artificial stone sidewalks were laid
under a five-year maintenance guaranty.
Linden street, Brighton, from Brighton avenue towards
Commonwealth avenue, is about 491 feet in length. A con-
tract to construct artificial stone sidewalks in this street was
awarded to Piazuolo and Alfieri July 2, 1920. The contractors
reset the edgestone, relaid the granite block gutters and fur-
152 City Document No. 22.
nished and laid artificial stone sidewalks under a five-year
maintenance guaranty. Work was l^egun August 20, 1920 and
completed September 22, 1920. The city furnished the new
edgestone and all the other materials were furnished by the
contractor.
La Grange street, (north side), from Centre street to
Landseer street, is about 1,005 feet in length. A qontract for
constructing the artificial stone sidewalks was awarded to
Joseph Todesca November 26, 1920. Work was begun Novem-
ber 15, 1920 and suspended December 9, 1920. The edgestone
was set, a 2-foot granite block gutter laid and the foundation
for artificial stone sidewalks laid this year. The work will be
resumed in the spring as early as weather conditions permit.
The edgestone was furnished by the city on the line of work,
and the granite blocks were furnished by the city and hauled
by the contractor. All other materials were furnished by the
contractor.
Neponset avenue, from King square to Victory road, is
about 651 feet in length. A contract for constructing an
artificial stone sidewalk on the west side of the street was
awarded to Joseph A. Singarella May 24, 1920. Work was
begun May 24, 1920, and completed June 15, 1920. It is a
60-foot street with a 10-foot artificial stone sidewalk on the
west side, granite edgestone and granite block gutters and
Topeka roadway. All the new materials were furnished by the
contractor. The sidewalks were laid under a five-year main-
tenance guaranty.
Olney street, at Nos. 7 and 9. A contract for constructing
artificial stone sidewalks at this location was awarded to Joseph
A. Singarella May 24, 1920. Work was begun July 7, 1920,
and completed July 10, 1920. The artificial stone sidewalk is
8 feet in width with granite edgestone and granite block gutters.
The new corners were furnished by the city on the line of work.
All other materials were furnished by the contractor. The
sidewalk was laid under a five-year maintenance guaranty.
Providence street, (north side), from Columbus avenue
to Church street, is about 296 feet in length. A contract for
constructing artificial stone sidewalks was awarded to Joseph
A. Singarella September 22, 1920. The sidewalk on this street
is 7 feet in width. The contractor reset the edgestone, removed
the old artificial stone sidewalks and constructed a new artificial
stone sidewalk on existing foundation. The contractor fur-
nished all materials and hauled the surplus materials to the
Massachusetts avenue lot. The sidewalks were laid under a
five-year maintenance guaranty.
St Albans road, from Francis street to Huntington avenue,
is about 681 feet in length. A contract for repairing the arti-
ficial stone sidewalk on this street was awarded to Joseph A.
Singarella October 18, 1920. Work was begun October 14,
Public Works Department. 153
1920, and completed October 22, 1920. It is a 40-foot street
with 7-foot artificial stone sidewalks, granite edgestone, granite
block gutters and a macadam roadway. All materials used
were furnished by the contractor. The sidewalk was laid
under a five-j^ear maintenance guaranty.
Walk Hill street (easterly side), from Hyde Park avenue
to Wenham street, is about 244 feet in length. A contract
for constructing ai-tificial stone sidewalks in this street was
awarded to John Kell\ Company Jul}' 2, 1920. Work was
begun July 6, 1920 and completed September 1, 1920. The
edgestone was reset, gutters relaid and artificial stone side-
walks constructed about 8 feet in width. All materials were
furnished by the contractor. The artificial stone sidewalks
were laid under a five-year maintenance guaranty.
Union Park street (north side), from Washington street to
Harrison avenue, is about 446 feet in length. A contract to
repair the artificial stone sidewalks on this street was awarded
to Joseph A. Singarella August 11, 1920. Work was begun
August 12, 1920 and completed August 21, 1920. The con-
tractor furnished and laid the sidewalk under a five-year main-
tenance guaranty. He furnished all the materials necessary to
do the work.
Miscellaneous.
Ralston street (north side), from Boston street about 85
feet easterly. A contract to construct a concrete retaining
wall and fence was awarded to the Andrews Construction Com-
pany November 5, 1920. This wall replaced an old wooden
bulkhead. The contractor furnished all material and labor.
Assessment Streets.
Albany street, from Broadway to about 75 feet north of
Troy street, is about 821 feet in length. A contract for pav-
ing this street with granite blocks and grout joints on a con-
crete base, was awarded to James Doherty September 29, 1920.
Work was commenced September 15, 1920 and suspended
December 17, 1920. This street is about 80 feet in width,
with a roadway 54 feet in width and sidewalks 13 feet in width.
The contractor did the excavating and filling and reset the
edgestone. The roadway was paved with granite blocks with
grout joints on a 6-inch Portland cement concrete base, under
a five-year maintenance guaranty. Owing to the fact that
the roadway was widened about 20 feet, the contractor fur-
nished about 2,000 square yards of new granite blocks which
were laid between Oneida street and Genesee street. The
straight edgestone, circles and corners were furnished by the
city on the line of work. Second-hand sidewalk bricks were
furnished by the city at the Massachusetts avenue lot and
154 City Document No. 22.
hauled by the contractor. All other materials were furnished
by the contractor. The former surface of the street was granite
blocks with pitch joints on a concrete base. Work will be
resumed in the spring.
Arbutus street, from Blue Hill avenue to Irma street, is
about 727 feet in length. A contract for constructing the
surface of this street with a Topeka pavement was awarded to
Martino DeMatteo October 11, 1020. Work was begun
November 24, 1920 and suspended December 20, 1920. A
part of the edgestone had been set and some of the filling had
been furnished bj^ the contractor when the work was suspended
on account of cold weather. Work will be resumed in the
spring.
Archdale road, from Washington street to South street, is
about 446 feet in length. A contract for constructing the
street with a Topeka pavement was awai-ded to Martino
DeMatteo July 16, 1920. On account of the paving going on in
Washington street, it was impossible to construct this street
this year. Work will be started in the spring.
Babcock street, from Commonwealth avenue to Boston &
Albany Railroad, is about 953 feet in length. A contract to
construct this street was awarded to the Rowe Contracting
Company May 2.7, 1920. Work was begun September 15,
1920 and suspended December 23, 1920. This is a 60-foot
street with 10-foot artificial stone sidewalks and a 40-foot road-
way. The street was subgraded, new edgestone was set and
the roadway was paved with a Topeka pavement on a 4-inch
Portland cement concrete base. The artificial stone sidewalks
and driveways will be laid in the spring. The pavement and
sidewalks are to be laid under a five-year maintenance guaranty.
The city furnished the granite blocks for paving the brows to
the car tracks, and the edgestone. All other materials were
furnished by the contractor.
Beech street, from West Roxbury parkway to Anawan
avenue, is about 158 feet in length. A contract for construct-
ing this street was awarded to the Rowe Contracting Company
Juh^ 6, 1920. Work was begun August 30, 1920 and suspended
December 24, 1920. It is a 60-foot street with granite edge-
stone and a Topeka pavement, laid on a 6-inch concrete base
and is to have artificial stone sidewalks 10 feet in width. The
work is completed with the exception of laj'ing the artificial
stone sidewalks. The edgestone was furnished by the city on
the hne of work and all other materials were furnished by the
contractor. The Topeka pavement was laid under a five-year
maintenance guaranty. The work will be completed as early in
the spring as weather conditions permit.
Belgrade avenue, from Anawan avenue to Centre street, is
about 1,303 feet in length. A contract for constructing this
street was awarded to the Rowe Contracting Company July 6,
1920. Work was begun July 6, 1920 and suspended December
Public Works Department. 155
24, 1920. It is a 70-foot street with granite edgestone and
sidewalks 10 feet in width and a Topeka pavement, laid on
a 6-inch concrete base with grout joints. The edgestone was
set; about 90 per cent of the artificial stone sidewalks laid
and Topeka pavement laid from railroad bridge to Anawan
avenue. The concrete base for the Topeka was laid from the
railroad bridge to Centre street this season. A part of the
edgestone was reset, block gutters relaid and Topeka pavement
laid on a macadam foundation from about 100 feet east of Bel-
grade street to Anawan avenue, a distance of about 600 feet.
The street car location was paved by the Boston Elevated Rail-
way Company with recut granite blocks on a 6-inch concrete
base with grout joints, from about 100 feet east of Belgrade
street to Centre street. The 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-j^ear maintenance guaranty.
The work will be completed as early in the spring as weather
conditions permit.
Boylston street (north side), from Trenlont street to Charles
street, is about 728 feet in length. A contract to widen this
street was awarded to James Doherty June 16, 1920 Work
was begun September 7, 1920 and completed October 16, 1920.
The contractor excavated the old edgestone and reset it on
the new line and where the bottom of the edgestone came close
to the top of the ^ubway, it was laid in a mortar bed. The
widened portion of the roadway was subgraded and paved
with wood blocks on a 6-inch concrete base and matched to fit
the old pavement. A considerable area of the old roadway
had to be repaved to conform to the grade of the widened
portion. The city furnished all the new edgestone required
and all other materials were furnished by the contractor. The
wood blocks were laid under a five-year maintenance guaranty.
Centre street, from South street to Spring street, is about
6,331 feet in length. A contract for rough grading of this
street was awardecl to Antony Cefalo November 5, 1919. Work
was begun November 7, 1919; suspended November 8, 1919;
resumed April 8, 1920, and completed August 16, 1920. The
work this year consisted in rough grading. A contract was
awarded for constructing this street to the Rowe Contracting
Company July 6, 1920. Work was begun July 9, 1920, and
suspended December 24, 1920. It is an 80-foot street and is
to have a granite edgestone and 10-foot artificial stone'side-
walks. A Topeka pavement, laid on a 6-inch concrete base
is to be constructed for the entire width of the roadway from
Church street to Belgrade avenue and on each side of the street
car location from Belgrade avenue to Spring street, with brows
of granite blocks laid on a 6-inch concrete base with grout
joints at car rails. The work this year has consisted of com-
pleting the street from South street to Belgrade avenue. Edge-
156 City Document No. 22.
stones were set, artificial stone sidewalks constructed and
street car tracks rebuilt and the location paved with recut
blocks on a 6-inch concrete base with grout joints from Bel-
grade avenue to Willow street. The edgestones were set and
artificial stone sidewalks constructed from Willow street to
about 180 feet east of Corey street. The edgestones were set
and the artificial stone sidewalk foundation placed on north
side from 180 feet north of Corey street to Corey street. The
edgestones were set and artificial stone sidewalks constructed
from Corey street to 250 feet north of the railroad bridge.
Filling has been placed and the street car tracks rebuilt and
the location paved from railroad bridge to La Grange street.
The edgestone was set and the artificial sidewalks placed on
south side from entrance to Billings Field to Cottage avenue,
and on the north side from La Grange street to Temple street.
The straight edgestone was furnished l^y the city, a part on the
line of work and a part 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 the artificial stone sidewalks were laid under a
five-year maintenance guaranty. The work will be resumed
in the spring as early as weather conditions permit.
Centre street, at South street. (See "Asphalt Pavement.)
Cummington street, from Commonwealth avenue to
Boston & Albany Railroad, is about 268 feet in length. A
contract to construct this street was awarded to the Rowe
Contracting Company May 27, 1920. Work was begun
August 19, 1920, and suspended September 15, 1920. Prac-
tically no work has been done on this street but it will be built
in the early spring. This street, when constructed, will vary
in width from 40 feet to 45 feet with 7-foot artificial stone
sidewalks and a roadway 31 feet wide. A fence is to be built
across the end of the street. The roadway is to be paved with
Topeka pavement on a 6-inch concrete base.
Cushman road, Brighton, from Dustin street to Glencoe
street, is about 945 feet in length. A contract to construct
this street was awarded to John J. Lane September 7, 1920.
Work was begun August 19 1920, and suspended September
29, 1920, on account of sewer operations. This street as con-
structed is 40 feet wide with 7-foot artificial stone sidewalks
and a 26-foot roadway. The contractor did the excavating,
set the edgestone, furnished and laid the artificial stone side-
walks on a cinder foundation, and paved the roadway with
sheet asphalt on a 4-inch concrete base. One block of the
street has not been finished but will be finished in the spring.
The city furnished the edgestone and all the other materials
were furnished by the contractor. The pavement and side-
walks were laid under a five-year maintenance guaranty.
Easton street, Brighton, from North Harvard street to
Mansfield street, is about 974 feet in length. A contract to
Public Works Department. 157
construct this street was awarded to John J. Lane September
7, 1920. Work was begun September 22, 1920, and completed
November 9, 1920. This street as constructed is 40 feet wide
with 7-foot artificial stone sidewalks and a 26-foot roadway.
The contractor did the excavating, set the edgestone, furnished
and laid the artificial stone sidewalks on a cinder foundation
and paved the roadway with sheet asphalt on a 4-inch concrete
base. On the approaches to the street, asphalt was laid on the
old macadam as a foundation. The city furnished the edge-
stone and all the other materials necessary to do the work were
furnished by the contractor. The pavement and artificial
stone sidewalks were laid under a five-year maintenance
guaranty.
Elder street, from Columbia road to Humphreys street, is
about 847 feet in length. A contract for constructing this
street was awarded to the Central Construction Company July
13, 1920. Work was begun July 22, 1920, and completed
October 20, 1920. It is a 40-foot street with 7-foot artificial
stone sidewalks, granite edgestone and a 2-inch Topeka road-
way on a 4-inch cement concrete base. The edgestones were
furnished by the city on the line of work. All other materials
were furnished by the contractor. The artificial stone side-
walks and the Topeka roadway were laid under a five-year
maintenance guaranty.
Falkland terrace, Brighton, from Hobart street to Brooks-
dale road, is about 662 feet in length. A contract to construct
this street was awarded to John J. Lane August 11, 1920. Work
was begun August 19, 1920, and completed September 25, 1920.
This street as constructed was 40 feet wide with a 7-foot side-
walk and 26-foot roadway. The contractor did the excavating,
set the edgestone, furnished and laid the artificial stone side-
walks on a cinder foundation and furnished and laid the Topeka
pavement on a 4-inch concrete base. The city furnished the
edgestone and granite blocks for headers. All other materials
were furnished by the contractor, who laid the pavement under
a five-year maintenance guaranty.
Fargo street. South Ijoston from B street to C street, is
about 533 feet in length. A contract to repave the surface of
this street was awarded to the B. E. Grant Company Novem-
ber 15, 1920. The work to be done was to reset the old granite
block and bar them out, relay them on a 6-inch concrete base
with grout joints, reset the edgestone and to lay brick side-
walks; also to relay the existing granite blocks in the C street
intersection on a gravel base. Owing to the lateness of the
season little work was done.
Farquhar street, from Selwjai street to Centre street, is
about 938 feet in length. A contract to construct the street
was awarded Martino De Matteo July 16, 1920. Work com-
menced August 16, 1920 and completed November 11, 1920.
It is a 40-foot street with granite edgestone, artificial stone side-
158 City Document No. 22.
walks 7 feet wide and has a Topeka pavement laid on a 4-iEch
concrete base. Tree spaces were left in sidewalks and the
intersection of Selwyn street was laid with Topeka pavement
on a macadam foundation. 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. All other materials weie furnished by the contractor.
The Topeka pavement and artificial stone sidewalks were laid
under a five-year maintenance guaranty.
Glenville avenue, Brighton, from Greylock road to Allston
street, is about 1,009 feet in length. A contract to construct
this street was awarded to John J. Lane September 7, 1920.
Work was begun September 8, 1920 and suspended Novem-
ber 5, 1920. This street as constructed is 40 feet wide with
7-foot artificial stone sidewalks and a 26-foot roadway. The
contractor did the excavating, set the edgestone, furnished and
laid the artificial stone sidewalks on a cinder foundation and
paved the roadway with sheet asphalt on a 4-inch concrete
base. The city furnished the edgestone and all other materials
were furnished by the contractor. The pavement and artificial
stone sidewalks were laid under a five-year maintenance
guaranty.
Qrosvenor place, from Cliff street southwesterly, south-
easterly and southwesterly, is about 281 feet in length. A
contract for constructing this street was awarded to Joseph A.
Singarella July 20, 1920 and completed December 6, 1920.
The street is from 10 to 20 feet in width with artificial stone
sidewalks from 1 foot to 3 feet in width, granite edgestone
and a roadway paved with granite blocks, grout joints on a
gravel base. A rubble retaining wall about 82 feet in length,
with artificial stone cap and wooden fence was built on the
southwesterly portion of the street. The edgestone and corners
were furnished by the city on the fine of work. The granite
paving blocks were furnished by the city and hauled by the
contractor. All other materials were furnished by the con-
tractor. The artificial stone sidewalks were laid under a five-
year maintenance guaranty.
Hamlin street, from East Eighth street to Columbia road,
is about 266 feet in length. A contract for constructing the
surface of this street was awarded to John T. Shea, Jr. August 20,
1920. Work was begun August 19, 1920 and completed Sep-
tember 29, 1920. It is a 40-foot street with 7-foot artificial
stone sidewalks, granite edgestone and a 2-inch Topeka road-
way on a 4-inch cement concrete base. The edgestone and
corners were furnished by the city on the line of work. All
other new materials were furnished by the contractor on the
line of work. The artificial stone sidewalks and Topeka road-
way were laid under a five-year maintenance guaranty.
Havelock street, from Blue Hill avenue to Morton street
is about 662 feet in length. A contract for coEstructing the
Public Works Department. 159
surface of this street was awarded to the Rowe Contracting
Company May 12, 1920. Work was begun June 10, 1920, and
completed July 28, 1920. It is a 40-foot street with, 7-foot
artificial stone sidewalks, granite edgestone and 2-inch Topeka
roadwaj^ on a 4-inch cement concrete base. The edgestone and
corners were furnished by the city on the line of work. All
other materials were furnished bj^ the contractor. The aiti-
ficial stone sidewalks and the Topeka roadway were laid under
a five-year maintenance guaranty.
Harvard street, from Fabyan street to beyond Brookview
street, is about 652 feet in length. A contract for construct-
ing this street was awarded to the Rowe Contracting Company
Septen ber 29, 1919; suspended December 23, 1919; resumed
April 13, 1920, and completed July 19, 1920. It is a 50-foot
street and has a granite edgestone, 8-foot brick sidewalk on
the west side and 8-foot artificial stone sidewalk on the east
side and Topeka pavement laid on a 4-inch concrete base.
The work this year consisted in completing the edgestone and
constructing the sidewalks and roadway. The straight edge-
stone, corners and sidewalk bricks were furnished by the city
and hauled by the contractor. All other materials were fur-
nished by the contractor. The artificial stone sidewalks and
Topeka pavement were laid under a five-year maintenance
guaianty.
Hyde Park avenue, from MetropoHtan avenue to River
street, is about 5,454 feet in length. A contract for construct-
ing this street was awarded to Martino De Matteo November 6,
1919. Work was begun November 10, 1919, and suspended
January 8, 1920. Resumed March 29, 1920 and suspended
December 20, 1920. It is a 70-foot street with granite edge-
stone, 10-foot artificial stone sidewalks, Topeka pavement on
a 6-inch concrete base each side of street car location with recut
granite block brows on a 6-inch concrete base, grout joints at
rails. The edgestone was set and reset, artificial stone side-
walks constructed and a Topeka pavement laid on a 6-inch
concrete base on west side from River street to West street.
The 6-inch concrete base was also laid on the west side from
West street, across Mctropohtan avenue and on the east side
from River street to beyond Thacher street. Work will be
resumed as early in the spring as weather conditions permit.
The corners and recut granite blocks were furnished by the
city and hauled by the contractor. The straight edgestone and
circular edgestone were furnished bj^ the city on the line of
work. All other materials were furnished by the contractor.
The street car tracks were relocated and a double car track
constructed by the Eastern Massachusetts Street Railway Com-
pany. A contract for paving the street car location was
awarded to John McCourt Company October 8, 1920. Work
was begun October 11, 1920, and completed November 19, 1920.
This pavement is recut granite blocks on a 6-inch concrete
IGO City Document No. 22.
base with grout joints. The old granite blocks were furnished
by the city and recut by the contractor. The contractor fur-
nished all other materials. The Topeka pavement and artificial
stone sidewalks were laid under a five-year maintenance
guaranty.
McCraw street, from Belgrade avenue to West Roxbury
Branch Railroad, is about 131 feet in length. A contract for
constructing this street was awarded to Martino De Matteo
July 16, 1920. Work was begun July 28, 1920, and completed
November 2, 1920. It is a 40-foot street with granite edge-
stone, artificial stone sidewalks, 7 feet wide and has a Topeka
pavement laid on a 4-inch macadam foundation. The existing
edgestone and artificial stone sidewalks on the easterly side
were found in good condition and allowed to remain. The re-
mainder of the street was constructed under this contract.
The edgestone was furnished by the city on the line of work.
All other materials were furnished by the contractor. The
Topeka and artificial stone sidewalks were laid under a five-
year maintenance guaranty.
Public alley No. 710, from East Brookline street to East
Newton street, is about 372 feet in length. A contract to
construct this alley was awarded to John Landis August 11,
1920. Work was begun August 5, 1920, and completed Novem-
ber 16, 1920. The contractor did the subgrading, set the edge-
stone and laid a 6-inch concrete base, hauled and laid the recut
granite blocks with grout joints and sand bed. He furnished
and laid an artificial stone sidewalk. Concrete retaining walls
were constructed where the sidewalks were above the grade of
the house yards. The city furnished the edgestone and paving
blocks. All other materials were furnished by the contractor.
The roadway and sidewalks were laid under a five-year mainte-
nance guaranty.
Public alley No. 818, from St. Stephen street about 690
feet westerly. A contract for constructing the completion of
this alley was awarded to John Landis August 11, 1920. Work
on this alley was suspended previously on account of sewer
construction. The contractor did the subgrading, set the edge-
stone and laid a 6-inch concrete base, hauled and laid the recut
granite blocks with grout joints and sand bed and furnished and
laid artificial stone sidewalks and where there was no sidewalk,
backed the edgestone with concrete to the street line. The city
furnished the edgestone and paving blocks. The contractor
furnished all other materials required. The sidewalks and road-
way were laid under a five-year maintenance guaranty.
South street, from Centre stret about 270 feet easterly.
A contract to construct this street with a sheet asphalt pave-
ment was awarded to the Bermudez Company September 7,
1920. Work was begun September 20, 1920, and suspended
December 29, 1920. The pavement consists of a binder and
wearing surface upon a broken stone base. Most of the old
Public Works Department. 161
macadam was found at too low a grade and was brought up to
the proper subgrade with new material. The roadway is com-
pleted. The artificial stone sidewalks remain to be done.
Stuart street, from Clarendon street to Trinity place, is
about 268 feet in length. A contract to construct the surface
of this street was awarded to Warren Brothers Company August
3, 1920. Work was begun Julv 30, 1920, and completed October
30, 1920. This street as built, is 80 feet wide with 20-foot
sidewalks and a 40-foot roadwa5^ The contractor did the ex-
cavating, set the edgestone, paved the roadway with bitulithic
on a 6-inch concrete base and constructed artificial stone side-
walks on the outside and 10 feet of gravel walk on the inside.
The artificial stone sidewalks were laid on a cinder foundation
and these and the bitulithic pavement were laid under a five-
year maintenance guaranty. The city furnished the edgestone
and the paving blocks for paving the Clarendon street ap-
proaches. All other materials were furnished by the contractor.
Tremont street (westerly side), from Park street to Boyl-
ston street, is about 1,671 feet in length. A contract for widen-
ing this street was awarded to James Doherty June 16, 1920.
Work was begun August 19, 1920, and completed October 11,
1920. The contractor excavated the old edgestone and reset
it on the new line, making a roadway 43 feet wide. When the
bottom of the edgestone came close to the top of the subway it
was laid on a mortar bed. The widened portion of the roadway
was paved with wood blocks on a 6-inch concrete base and
matched to the old paving. A considerable portion of the old
paving had to be repaved to conform to the grade of the newly
widened portion. The wood block pavement was laid under a
five-year maintenance guaranty. The city furnished the edge-
stone and all other materials were furnished by the contractor.
Wilbur street, from Cushing avenue to Upham avenue, is
about 335 feet in length. A contract for constructing the
surface of this street was awarded to the Central Construction
Company July 13, 1920. Work commenced August 4, 1920,
and completed October 25, 1920. It is a 30-foot street with
6-foot artificial stone sidewalks, granite edgestone and a 2-inch
Topeka roadway on a 4-inch cement concrete base. The edge-
stone and corners were furnished by the city on the line of work.
All other materials were furnished by the contractor. The
artificial stone sidewalks and Topeka roadway were laid under
five-year maintenance guaranty.
Wilcock street, from Blue Hill avenue to Morton street, is
about 779 feet in length. A contract for constructing this
street was awarded to the Rowe Contracting Company May 12,
1920. Work commenced May 19, 1920 and completed July 7,
1920. It is a 40-foot street with 7-foot artificial stone sidewalks,
granite edgestorie and a 2-inch Topeka roadway on a 4-inch
cement concrete base. The edgestone and corners were fur-
nished by the city on the line of work. All other materials were
162 City Document No. 22.
furnished by the contractor. The artificial stone sidewalks and
Topeka roadwa}'' were laid under a five-year maintenance
guaranty.
Wollaston terrace, from Woodrow avenue to Jones avenue,
is about 313 feet in length. A contract for constructing this
street was awarded to the Rowe Contracting Company May 12,
1920. Work commenced July 1, 1920 and completed July 29,
1920. It is a 25-foot street with 4-foot artificial stone side-
walks, granite edgestone and 2-inch Topeka roadway on a
4-inch cement concrete base. The edgestone and corners were
furnished by the city on the line of work. All other materials
were furnished by the contractor. The artificial stone side-
walks were laid under a five-year maintenance guaranty.
William Jackson avenue, Brighton, from Chestnut Hill
avenue to Acadamy Hill road, is about 500 feet in length. A
contract to construct this street was awarded to John J. Lane
September 7, 1920. This street as constructed is 25 feet wide
with 4-foot sidewalks and a 17-foot roadway. Work started
September 7, 1920, and was completed October 30, 1920. The
contractor did the excavating, set the edgestone, furnished and
laid the artificial stone sidewalks and paved the roadway with
sheet asphalt on a 4-inch concrete base. The city furnished the
edgestone. All other materials w-ere furnished by the con-
tractor. The pavement and artificial stone sidewalks were laid
under a five-year maintenance guaranty.
York street, from Glenway street to Greenwood street, is
about 440 feet in length. A contract for constructing this
street was awarded to the Rowe Contracting Company Octo-
ber 1, 1919. Work started October 31, 1919; suspended De-
cember 11, 1919, and resumed April 20, 1920, and completed
April 24, 1920. It is a 40-foot street w^ith 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 concrete
base. The Topeka roadway and part of the artificial stone
sidewalks were built in 1919. The rest of the work was com-
pleted this year. The Topeka roadway and artificial stone side-
walks were laid under a five-year maintenance guaranty.
Public Works Department.
163
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City Document No. 22.
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167
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168 City Document No. 22.
Financial Statement,
Paving Service.
Maintenance.
Appropriation
$1,605,884
15
Transferred from
Lighting Service,
$766 30
Transferred from
Sewer
Service .
4,055 55
Transferred from
Street
Cleaning
and Oiling Ser^
nee
1,962 07
f\ 7R^
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$1,612,668 07
Transferred to Ferry Service .... 23,026 97
$1,589,641 10
Expended during the year 1,589,641 10
Special Appropriation.
Granolithic sidewalks:
Balance February 1, 1920 .... $3,684 16
Appropriation (from taxes) .... 50,000 00
$53,684 16
Expended during the year 53,684 16
Reconstructing and Repairing Streets hy Contract.
Balance February 1, 1920 $374,387 51
Appropriation from taxes 750,000 00
$1,124,387 51
Expended during the year 942,637 65
Balance January 31, 1921 $181,749 86
Street Improvements.
Balance February 1, 1920 $27,225 99
Appropriation from taxes 250,000 00
Appropriation from reserve fund . . . 50,000 00
$327,225 99
Expended during the year 327,225 99
Summary of Expenditures.
Paving SerAdce $1,589,641 10
Highways, making of 533,630 43
Belgrade avenue extension and Beech street
widening 9,963 06
Carried forward $2,133,234 59
Public Woeks Department. 169
Brought forward $2,133,234 59
Hyde Park avenue widening .... 49,511 97
Granolithic sidewalks 53,684 16
Reconstructing and repairing street by con-
tract 942,637 65
Street improvements 327,225 99
Total $3,506,294 36
Income
Statement showing the amount of bills and cash
deposited with the City Collector from February 1,
1920, to January 31, 1921, and credited to general
revenue :
Edgestone and sidewalk assessments . . $42,739 64
Permits 28,139 41
Services of inspectors 3,309 00
Labor, material furmshed, junk sold, rents, etc., 8,170 98
$82,359 03
Amount paid into the city treasury during the year:
Edgestone and sidewalk assessments . . $27,841 39
Permits 29,050 54
Services of inspectors 2,804 50
Labor, material furnished, junk sold, rents, etc., 10,988 80
$70,685 23
170
City Document No. 22.
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Public Works Department.
171
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 engineering inspectors tallying traffic
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 mihtary 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.
Repairs
New tires and tubes
Repairing tires and tubes
Supphes, etc.
Miscellaneous ....
Winter top
Wages of chauffeur
Automobile expense, engineer in charge
Gasolene, oil, grease, etc.
Repairs
New tires and tubes
Repairing tires and tubes
Supplies, etc
Miscellaneous ....
Wages of chauffeur
Automobile expense, chief inspector
Gasolene, oil, grease, etc.
Repairs
New tubes and tires
30
783 82
523 86
1 50
>64 94
10 00
260 00
1,353 00
332
339
135
41
66
16
61
39
01
95
74
00
1,249 00
$3,750 00
500 00
5,785 46
5,654 74
10,592 98
13,604 04
7,498 38
461 47
2,901 88
1,560 89
333 33
113 50
308 33
266 67
1,378 92
1,959 73
8,401 69
26,897 40
1,958 93
234 56
34,385 13
64,883 69
3,505 42
2,180 70
2,163 16
241 79
192 45
149 35
Carried forward
$201,281 00
172
City Document No. 22.
Brought forward .
Storage .
Supplies, etc.
Miscellaneous
Wages of chauffeur
180
12
10
1,377
Automobile expense, foreman Brighton district
Gasolene, oil, grease, etc. . . 387
Repairs 39
New tires and tubes ... 122
Repairing tires and tubes . . 5
Supplies, etc 75
Miscellaneous .... 17
Wages of chauffeur . . . 1,297
Ford runabout, net cost . . 300
Automobile expense, foreman Dorchester district,
00
57
00
00
08
68
51
25
37
85
65
00
$201,281 00
2,245 39
Gasolene, oil, grease, etc
Repairs
New tires and tubes
Repairing tires and tubes
Supplies, etc
Miscellaneous ....
Automobile expense, foreman Roxbury
Gasolene, oil, grease, etc.
Repairs
New tires and tubes
Repairing tires and ^ubes
Supplies, etc. .
Miscellaneous
Ford runabout ....
Automobile expense, emergency car
Gasolene, oil, grease, etc.
Repairs
New tires and tubes ....
Repairing tires and tubes
Supplies
Miscellaneous ....
202
50
55
77
08
81
8 25
115 86
10 00
district,
156 48
13 70
168
16
122
20
550
67
00
49
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338 64
131 03
191
3
105
11
60
50
10
52
Automobile expense, truck, Brighton district .
Gasolene, oil, grease, etc. . . 7 70
Miscellaneous .... 2 00
Printing
Postage
Stationery
Traveling expenses, car fares, etc. .
Advertising . . . .
Engineering supphes and incidentals
Stationery 806 26
Printing 812 68
Postage 54 10
Transit repairs . . . . 112 75
Miscellaneous .... 354 71
Carried forward ....
442 77
1,047 34
781 39
9 70
4,867
374
1,081
1,110
32
91
24
99
21
00
2,140 50
$215,414 44
Public Works Department.
173
Brought forward
Supplies for laboratory
Artificial stone sidewalks, new and repairs by
department force (see reconstructing and
repairing streets by contract and street
improvements.)
Asphalt and bitulithic pavement repairs. Tem-
porary repairs, labor, teaming and mate-
rials (see, also, reconstructing and repairing
streets by contract and street improvements) ,
Brick block repairs, labor, teaming and materials,
Wood block repairs, labor, teaming and materials.
New crosswalk, not included elsewhere .
Fence repairs
Plankwalk repairs
Edgestones, sidewalks and gutters (new) not
included elsewhere
Rent of land, wharves, etc., (net) ....
Horses
Expense of stables, including dri-
vers, feeders, fodder, horse-
shoeing, repairs to harnesses,
wagons, carts, etc. . . . $186,192 14
Amount earned by department
teams 157,543 01
Electric lighting at yards and stables
Gas lighting at yards and stables .
Fuel for heating yard buildings, offices and stables
Electrical appliances, labor and materials, yard
and stables .
Rent of towels .
Stoves, pipes, grates, etc.
Telephone service
Derricks, repairing, etc. .
Oil for lighting around defects
Ice
Signs, making and putting up . . .
Tools, hardware, etc., new, cost of repairing, etc
"Cletrac" tractors, three ....
Expenses of yards, including ^alaries of foreman
clerks, yardmen, watchmen, tool wagons
• etc
Repairs of yard buldings, stables, sheds, shanties
etc
Sanding icy and slippery streets
Repairing culverts and building new culverts
Hoisting engine, fuel and supplies .
Uniforms, boots, shoes, etc
etc.
$215,414 44
107 92
6,177 47
1,800 30
6,366 44
10,127 29
429 13
5,489 50
1,461 36
5,074
2,624
375
93
00
00
28,649 13
1,350 32
193 94
2,805 78
111 19
151 80
251 31
1,807 36
148 55
1,695 80
145 84
12,654 21
24,922 02
5,130 00
38,549 14
9,258
56
1,978 48
133
54
155
12
229 34
Carried forivard
,769 21
174
City Document No. 22.
Brought Jorward
Chests for Central Office, making of, etc.
Repairing fences at snow dumps
Repairing Mt. Washington avenue snow dump
Premiums on surety bonds
Marking catch basins ....
Trimming and removing trees
Expert services ; asphalt plant
Repairs to and inspection of typewriters
Expressage and freight ....
Miscellaneous
Work done and materials furnished individuals,
corporations, etc
Park Department, work done and materials fur-
nished
Schoolhouse Department, work done and mate-
rials 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
Asphalt plant operating, Brighton
district $17,128 11
Less material used on streets . . 11,133 25
Asphalt plant operating, Dorchester
district
Less materials used on streets .
Steam rollers, cost of operating,
repairs, etc. ....
Steam rollers, amount earned .
Stock materials . . $138,294 37
Stock handhng and •
teaming . . 43,911 82
$19,336 38
16,139 63
$22,861 01
23,044 00
$182 99
$182,206 19
Less stock delivered 198,407 76
on streets . .
^5,769
21
83
61
153
55
643
00
9
00
512
10
58 50
135
00
53
00
182 84
767 80
1,697
12
60 00
560 00
535
52
83
92
9,438 89
2,914
85
13 80
5,994 86
3,196 75
$412,863 32
16,201 57
16,384 56
Total
,478 76
Public Works Department.
175
SPECIAL APPROPRIATIONS.
Belgrade avenue extension and Beech street, widening. Continuation of
work from 1919. (Work unfinished.) part of cost for year 1920
charged to the appropriation for Highways, making of. For details
of cost of work done in the year 1920, see appropriation for Highways,
making of.
Hyde Park avenue, widening. Continuation of work from 1919. (Work
unfinished.) Part of cost of work done in 1920, charged to the appro-
priation for Highways, making of. For details of coat of work done in
the year 1920, see appropriation for Highways, making of.
GRANOLITHIC SIDEWALK CONSTRUCTION.
Abbot street, in front of Nos. 2, 4, 6 and 26. (Work done in 1919.)
Engineering $2 77
Cost of work done under contract with Frank
Drinkwater in 1919-20 . . $643 20
Amount paid in 1919-20 . . 456 32
186 88
$189 6.5
[Ashfield street, from Walter street to Fairview street. Length, 791
linear feet. Area, 9,619 square feet. Edgestone set and reset,
granite block gutters laid and artificial stone sidewalks constructed.
Engineering
$186 81
Inspection . . .
148 06
l^gineering expense .
2 20
Advertising
1 75
Blocks, 20,200 old granite
604 00
Edgestone, 1,378 feet 7 inches strain
;ht, 9 feet
5 inches circular and 19 smdl con
lers
2,767 31
Amount paid to John Kelly Compa
ny, under
contract:
Remo\'ing trees, bushes,
etc
$3 00
1,344 linear feet straight edge-
stone set @, 25c. .
336 00
64 Unear feet circular edge-
stone set @, 25c. .
16 00
33 linear feet existing edge-
stone reset® 25c.
8 25 .
385 linear feet crushed stone
and concrete foundation
furnished and placed @
35c
134 75
530 square yards granite block
pa\ang haiiled and laid,
gravel joints, @ $1.30 .
689 00
15 square yards existing
granite block paving
relaid, gravel joints, @
75c. ....
11 25
9,739 square feet artificial stone
foundation furnished
and placed @ 8c. .
779 12
Carried forward
$1,977 37
$3,710 13
* Done in connection with Conereve. Hastings and Walk Hill streets.
176 City Document No. 22.
Brought fonvard . . . $1,977 37 $3,710 13
9,029 square feet artificial stone
sidewalks, concrete base
and wearing surface
furnished and laid @
29c 2,618 41
590 square feet artificial stone
driveways, concrete
base nnfl wearing sur-
face furnished and laid
@ 45c 2G5 50
2 covers reset @ $3 . . 6 GO
2 Bradley head catch basins
reset @ $5 . . . 10 00
Extra work — Construct
driveways not shown on
plan.
1 day, paver @, $9 . 9 00
1 dav labor @ $5. GO . . 5 60
Plus 15 percent on $14.60, 2 19
4,894 07
$8,604 20
* Ashmont street (north side), from 186 feet west of Neponset avenue to
Train street. Length, 844 linear feet. Area, 6,438 square feet.
Edgestone reset and artificial stone sidewalks constructed.
Engineering $141 98
Inspection 129 30
Engineering expense 1 50
Advertising 6 80 ^
Edgestone 12 40
Amount paid to Joseph A. Singarella, under
contract:
8 linear feet circular edg -
stone set @ 44c. . . $3 52
861 linear feet existing edge-
stone reset @ 44c. . . 374 44
659 Unear feet crushed stone
and concrete founda-
tion furnished and
placed @, 50c. . . 329 50
289 square yards existing
granite block paving
relaid, gravel 'joints @
$1 289 00
1,540 square feet artificial stone
foundation fiu-nished
and placed % 5c. . . 77 00
6,359 square feet artificial stone
sidewalks, concrete base
and wearing surface
furnished and laid @28c. 1,780 52
79 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@28c 22 12
' 1 cover reset @ $3 . . 3 00
earned forward . . $2,879 10 $291 98
* Done in connection with Neponset avenue and Olney street.
Public Works Department. 177
Brought forward ... $2,S79 10 $291 9S
1 course of brickwork laid
@ 50c. .... 50
Remove tree from side-
walk in front of 546
Ashmont street . . 15 00
2,894 60
5,186 58
■
Beech street, from West Roxbury parkway to Hobson street. (Work done
in 1919.)
Engineering $47 68
Cost of work done under contract with Frank
Drinkwater in 1919-20 . . $4,438 36
Amount paid in 1919-20 . . 3,759 18
679 18
$726 86
Blakeville street, from Bowdoin street to Olney street. (Work not started.)
Engineering $56 62
Engineering expense 1 60
$58 22
Blue Hill avenue (east side), from Tremont street, 170 feet south. (Work
done in 1919.)
Engineering $49 00
Engineering expense 2 80
$51 80
Bowdoin avenue, in front of Nos. 64 and 66. Edgestone reset and artificial
stone sidewalks constructed.
Inspection $30 68
Amount paid to Joseph A. Singarella:
97 feet edgestone set and reset
@ 50c $48 50
32 square vards gutter paved
@$1.50 ... . 48 00
728 square feet artificial stone
sidewalks constructed @
34c 247 52
344 02
.$374 70
Broadway (south side), from Wasliington street to Shawmut avenue.
Length, 408 linear feet. Area, 3,174 square feet. Artificial stone
sidewalks repaired.
Engineering $511 00
Inspection 61 36
Engineering expense 40
Amount paid to Pignat Vicenzi Mosaic Company, Inc., under contract:
3,174 square feet artificial stone
sidewalks furnished and
and laid @ 24c. . $761 76
Less amount drawn but
not collected . . . 114 26
$647 50
$714 37
178 City Document No. 22.
* Brooks street, from Hobart street to Faneuil street. Length, 1,13^ linear
feet. Area, 13,975 square feet. Edgestone set, granite block gutters
relaid and artificial stone sidewalks constructed.
Engineering;
$355 01
Inspection
249 82
Engineering expense ....
13 70
Advertising
3 38
Edgestone, 1,917 feet straight, 43 feet circular,
1 large and 4 small corners.
3,445 62
Amount paid to Piazuolo and Alfieri
, under contract:
1,913 linear feet straight edge-
stone set @ 35c. .
$669 55
100 linear feet circular edge-
stone set @ 35c. .
35 00
67 linear feet existing edge-
stone reset @ 35c.
23 45
759 square yards existing
gran te block paving
relaid, gravel joints @
9Sc
743 82
13,975 square feet artificial
stone foundation fur-
nished and placed @
Oi5c.
838 50
13,317 square feet artificial
stone sidewalks, con-
crete base and wear-
ing surface furnished
and laid @ * 25|c.
3.429 13
658 square feet artificial
stone driveways, con-
crete base and wearing
surface furnished and
laid @ 30c. .
197 40
5 covers reset @, $3 .
15 00
109 cubic yards loam fur-
nished @ $3
327 00
513 square yards loam graded
and seeded @. $130 .
666 90
Extra work — • Remove
stumps and roots from
sidewalks and break
out joints edgestone
where directed:
10 hours, stonecutter @
$1.25 ....
12 50
12 hours, labor @ 70c. .
8 40
Plus 15 per cent on
$20.90 ....
3 14
6,969 79
^ll,UOf o^
t Congreve street, from South street to Centre street. Length, 1,422 linear
feet. Area, 17,509 square feet. Edgestone reset, granite block gutters
relaid and artificial stone sidewalks constructed.
Engineering $126 47
Inspection 204 76
Carried forward $331 23
* Done in connection with Linden street,
t Done in connection with Ashfield, Hastings and Walk Hill streets.
Public Works Department. 179
Brought forward
Engineering expense .
Advertising .
Edgestone, small corners
Credit: 42 feet old edgestone and 200 old
blocks
Amount paid to John Kelly Company, under
contract:
Removing trees, bushes,
etc S3 00
51 linear feet circular edge-
stone and corners
set @ 25c. ... 12 75
2,704 linear feet existing edge-
stone reset @ 25c. . 676 00
725 linear feet crushed stone
and concrete founda-
tion furnished and
placed @ 35c. . . 253 75
944 square yards existing
granite block paving
relaid, gravel joints, @
75c 708 00
18,043 square feet artificial
stone foundation fur-
nished and placed @
8c 1,443 44
16,578 square feet artificial
stone sidewalks, con-
crete base and wearing
surface furnished and
laid @ 29c. . . . 4,807 62
931 square feet artificial
stone driveways, con-
crete base and wearing
surface furnished and
laid @ 45c. ... 418 95
2 covers reset @ $3 . . 6 00
Extra work — Construct
driveways not shown
on plan:
1 day, edgestone setter,
@$9 . . . .
9 00
1 day, stonecutter, @ $8 .
8 00
2 da3^s' labor @ $5.60
11 20
Plus 15 per cent on $28.20,
4 23
1331 23
1 60
1 75
72 00
$406 58
71 20
$335 38
8,361 94
* $8,697 32
Euclid street, from Washington street to Wentworth street. (Work not
started.)
Engineering $23 00
Engineering expense 90
$23 90
* $245.19 of this amount charged to Street Improvements.
$126 24
184 08
2 45
1 75
846 75
4,084 07
429 00
180 City Document No. 22.
Faulkner street, Dorchester. Edgestone set and artificial stone sidewalk
constructed.
Amount paid to Boston Elevated Railway
Company, 501 feet artificial stone side-
walk @ 12c $60 12
72 feet 7 inches edgestone @ $1 . . 72 70
$132 82
Gray street, from Berkeley street to Clarendon street. (Work done in
1919.)
Engineering expense . $0 30
* Hastings street, from Centre street to Montview street. Length, 1,127
linear feet. Area, 14,164 square feet. Edgestone set and reset,
granite block gutters relaid and artificial stone sidewalks constructed.
Engineering ....
Inspection ....
Engineering expense .
Advertising ....
Blocks, 28,225 old granite
Edgestone, 2,069 feet straight, 9 feet 5 inches
circular and 28 small corners
Teaming
Amount paid to John Kelly Company, under
contract :
Removing trees, bushes,
etc $3 00
2,026 linear feet straight edge-
stone set @ 25c. . . 506 50
105 linear feet circular edge-
stone and corners set
@ 25c. . . . . 26 25
7 linear feet existing edge-
stone reset @ 25c. . 1 75
1,116 linear feet crushed stone
and concrete founda-
tion furnished and
placed, @ 35c. . . 390 60
740 square yards granite
block paving hauled
and laid, gravel joints,
@ $1.30 ... 962 00
4 square yards existing
granite block paving
relaid, gravel joints, @
75c 3 00
14,164 square feet artificial stone
foundation furnished
and placed @ 8c. . 1,133 12
13,425 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face furnished and laid
@ 29c. . . . . 3,893 25
743 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 45c 334 35
Carried forward . . . $7,253 82 $5,674 34
* Done in connection with Ashfield, Congreve and Walk Hill streets.
Public Works Department. 181
■ovght forward ...
$7,253 82
$5,674 34
3 covers reset @ $3 .
9 00
Extra work — Break out
old concrete at Police
Station on Hastings
street to allow con-
struction to proper
grade:
2 days' labor @ $5.60
11 20
Plus 15 per cent on $11 .20,
1 68
7,275 70
* $12,950 04
t Linden street, from Brighton avenue to Commonwealth avenue. Length,
491 linear feet. Area, 5,355 square feet. Edgestone set, granite
block gutters relaid and artificial stone sidewalks constructed.
Engineering $161 21
Inspection 87 66
Engineering expense 1 60
Advertising 3 37
Edgestone, 741 feet 5 inches straight, 4 small
corners 1,273 02
Amount paid to Piazuolo & Alfieri, under
contract :
1 cubic j^ard rock excava-
tion @ $10 . . . $10 00
550 linear feet straight edge-
stone set @ 35c. . . 192 50
233 linear feet circular edge-
stone set @ 35c . . 81 55
275 square yards existing
granite block paving re-
laid, gravel joints, @
98c. . ... . 269 50
4,947 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 26c. 1,286 22
408 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 30c 122 40
Extra work — Remove
stumps and roots from
sidewalks and break out
joints edgestone where
directed :
13 hours, stonecutter,® $1.25
Plus 15 per cent on $16.25
16
2
25
44
1,980 86
$3,507 72
t to
Juhan
street.
(Work not
$5 00
started.)
Engineering
t Neponset avenue (west side), in front of Nos. 3 to 15 and 9 to 35. Length,
651 hnear feet. Area, 4,740 square feet. Edgestone reset and arti-
ficial stone sidewalks constructed.
♦Amount paid out of Street Improvements, $1,110.93; Paving Service, $441.
t Done in connection with Brooks street.
X Done in connection with Ashmont street and Olney street.
182 City Document No. 22.
Engineering $52"^75
Inspection 61X36
Engineering expense 20
Amount paid to Joseph A. Singarella, under
contract :
568 linear feet existing edge-
stone reset @ 44c. . $249 92
189 square yards existing
granite block paving re-
laid, gravel joints, @ $1 189 00
1,833 square feet artificial stone
foundation fiu-nished
and placed @ 5c. . 91 65
4,462 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 28c. 1,249 36
278 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 28c 77 84
1 cover reset @ $3 . . 3 00
2 courses of brickwork laid
@ 50c 1 00
1,861 77
$1,976 08
* Olney street (north side), in front of Nos. 7 and 9. Length, 71 linear
feet. Area, 528 square feet. Edgestone reset and artificial stone
sidewalks constructed.
Engineering $4 76
Inspection 6 57
Edgestone 6 00
Amount paid to Joseph A. SingareUa, under
contract :
6 Unear feet circular edgestone
set @ 44c. ... $2 64
21 Unear feet existing edge-
stone reset @ 44c. . . 9 24
528 square feet artificial stone
foundation furnished and
placed @ 5c. . . . 26 40
462 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 2Sc. . 129 36
56 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 28c. . 18 48
Extra work — Remove ex-
isting edgestone and put
in new driveway at Nos.
7 and 9:
4 hours' labor @ 65c. . . 2 60
Plus 15 per cent on $2.60 . 39
1 hour, double team, @ $1 . 1 00
190 11
$207 44
* Done in connection with Ashmont street and Neponset avenue.
Public Works Department. 183
* Pearl street, from Dorchester avenue to Pleasant street. (Work done in
1919.)
Engineering $4 77
Cost of work done under con-
tract with Frank Drinkwater
in 1919 $2,564 46
Amount paid in 1919 . . . 2,147 82
416 64
$421 41
* Pleasant street (east side), from Victoria street 100 feet northerly.
(Work done in 1919.)
Engineering $2 76
Cost of work done under con-
tract with Frank Drinkwater
in 1919 $230 00
Amount paid in 1919 ... 195 50
34 50
$37 26
* Rockwell street, from Washington street to Milton avenue. (Work done
in 1919.)
Cost of work done under contract with Frank
Drinkwater in 1919 $2,361 76
Amount paid in 1919 1,850 79
$510 97
* Rosseter street, from No. 20 to BuUard street. (Work done in 1919.)
Engmeermg $2 49
Teammg 13 50
Cost of work done under con-
tract with Frank Drinkwater
in 1919 $3,031 75
Amount paid in 1919 . . . 2,357 69
674 06
$690 05
* Victoria street (north side), from Pleasant street 200 feet easterly. (Work
done in 1919.)
Engineering $2 77
Cost of work done under con-
tract with Frank Drinkwater
in 1919 $433 85
Amount paid in 1919 ... 368 77
65 08
$67 85
* Wales street, from Blue Hill avenue to Harvard street. (Work done in
1919.)
Engineering $2 49
Cost of work done imder con-
tract -with Frank Drinkwater
in 1919 $2,777 45
Amount paid in 1919 . . . 2,209 28
568 17
$570 66
* Done in connection with Pearl, Pleasant, Rockwell, Rosseter, Wales, Abbot and
Victoria streets.
184 City Document No. 22.
* Walk Hill street (east side), from Hyde Park avenue to Wenham street.
Length, 244 linear feet. Area, 1,829 square feet. Edgestone reset,
granite block gutters relaid and artificial stone sidewalks constructed
Engineering $24 55
Advertising 1 75
Amount paid to John Kelly Company, under
contract :
Removing trees, bushes,
etc $1 00
3 linear feet straight edge-
stone set @ 25c. . . 75
128 linear feet existing edge-
stone reset @ 25c. . 32 00
46 square yards existing gran-
ite block paving relaid,
gravel joints, @ 75c. . 34 50
1,829 square feet artificial stone
foundation fur n i s hed
and placed @, 8c. . . 146 32
1,829 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face furnished and laid
@ 29c 530 41
Extra work — Remove
buried stumps on Walk
Hill street:
1 day's labor @ $5.60 . 5 60
Plus 15 per cent on $5.60, 84
i
751 42 t
$777 72
RECONSTRUCTING AND REPAIRING STREETS BY
CONTRACT.
Adavis street, from King street to Minot street. (Work not started.)
Engineering $383 37
Engineering expense 11 00
$394 37
Amory street, from Green street to 140 feet north of Atherton street. (Work
done in 1919.)
Engineering $21.50
Teaming 5 37
Cost of work done under
contract with the Central
Construction Company in
1919 $24,849 02
Amount paid in 1919 . . . 20,213 13
4,635 89
$4.662 76
Arlington street, from Market street across Leicester street. Length, 475
linear feet. Area, 1,850 square yards. Edgestone set, artificial stone
sidewalks constructed. Roadway not started. (Unfinished.)
Engineering $246 71
Inspection 71 59
i
Carried forward $318 30
* Done in connection with Ashfield, Congreve and Hastings streets,
t Eight-eight dollars of this amount paid out of street improvements.
Public Works Department.
185
Brought forward ....
$318 30
Engineering expense ....
1 90
Advertising
7 70
Blocks
20 40
Bricks, 13,500 old ... .
202 50
Edgestone, 291 feet straight, 47 feet circular
and 4 small corners
722 83
Lumber
15 00
Amount paid to Simpson Brothers
Corpora-
tion, under contract :
295 linear feet straight edge-
stone set @ 35c. .
$103 25
33 linear feet circular edge-
stone set @ 40c. .
13 20
110 lineir feet existing edge-
stone reset @ 30c.
33 00
412 linear feet crushed stone
and concrete founda-
tion furnished and
placed @ 35c.
144 20
6,363 square feet artificial stone
foundation furnished
and placed @ 6c. .
381 78
6,011 square feet artificial stone
sidewalks, concrete base
and wearing surface
furnished and laid @
26c
1,562 86
352 square feet artificial stone
driveways, concrete
base and wearing sur-
face, furnished and laid
@ 33c
116 16
$2,354 45
Less 15 per cent retained.
353 17
2,001 28
$3,289 91
Artificial stone sidewalks.
Rebates allowed ....
$6,887 16
Repairs
475 34
Asphalt and bitidithic pavements repaired. Bituminous pavements upon
which the maintenance has expired.
Engineering
$4,228 63
Inspection
3,634 82
Engineering expense .
176 95
Advertising
12 80
Blocks
70 20
Bricks
90 00
Final payment to Central Construction Com-
pany under contract made in 1919 .
Amount paid to the Bermudez Company,
under contract:
26,469.93 square yards bitumi-
nous wearing surface
and binder fur-
nished and laid @,
$2.20
8,960 60
Carried forward
$58,233 85 $17,174 00
186 City Document No. 22.
Brought forward . . . $58,233 85 $17,174 00
2,010.82 square yards bitumi-
nous pavement re-
surfaced @ $1.62 . 3,257 53
210.82 cubic yards extra bi-
tuminous binder
furnished and laid
@ $14 . . . 2,951 48
1,493.37 square yards concrete
base furnished and
laid® $3.50 . . 5,226 80
74 covers reset @ $3 . 222 00
Extra work — Double
flush coat on Dart-
mouth, Marlbor-
ough and Berkeley
streets:
3,954.14 square yards double
flush coat @ 20c. . 790 83
$70,682 49
Less 5 per cent re-
tained . . . 3,534 12
$67,148 37
Less amount charged
to sewerage works . 2,501 78
I
64,646 59
$81,820 59
Atlantic avenue, from South Market to Commercial street. (Work done in
1918 and 1919.)
Engineering $12 00
Beacon street, from Massachusetts avenue to Raleigh street. Length, 1,455 ■
linear feet. Area, 7,467 square yards. Edgestone reset, wood block '
pavement laid and artificial stone sidewalks constructed.
Engineering $551 55
Inspection 1,683 08
Engineering expense 44 54
Analvsis of oil 59 00
Templets 22 50
Edgestone 18 80
Lumber 12 18
Teaming 3 50
Photographs 20 00
$2,415 15
Credit: Sidewalk bricks 785 38
$1,629 77
Amount paid to James Doherty, imder contract:
153 cubic yards earth exca-
vation for tree pits @
$1.71 . . . . $261 63
886 square yards existing
concrete base exca-
vated and removed @
55c 487 30
16 linear feet circular edge-
stone set @ 35c. . . 5 60
Carried forward . . . $754 53 $1,629 77
Public Works Department, 187
Brought forward . . . $754 53 $1,629177
2,613 linear feet existing edge-
stone reset @ 21c. . 548 73
684 cubic yards concrete base
furnished and laid @
$10.00 . . . 6,840 00
28 square yards existing
granite block paving
relaid, gravel joints @
75c. .... 21 00
15 square yards existing
granite block paving
relaid, grout joints @
$1.39 .... 20 85
7,276 square yards wood block
pavement furnished
and laid® $4.17 . . 30,340 92
191 square yards existing
wood block pavement
taken up, cleaned,
stored and piled and
relaid in dummy of car
track where directed
@ 95c. . . . . 181 45
122 square yards existing
brick sidewalks relaid
@ 40c 48 40
23,434 square feet artificial
stone sidewalks, con-
crete base and wearing
surface furnished and
laid @ 21c. . . . 4,921 14
10 covers reset @ $3 . . 30 00
10 Bradlev-head catch-bas-
ins reset @ $5 . . 50 00
2 courses of brick work laid
@50c 1 00
147 cubic yards loam fur-
nished and placed in
tree pits @ $2 . . 294 00
Extra work — Chip
existing concrete base
where directed:
49 hours, foreman, @ 87ic., 42 88
538^ hours' labor @ 62ic. . 336 56
Plus 15 per cent on
$379.44 ... 56 92
24| hours, double team @
$1.25 .... 30 63
Extra work — Furnish
and lay new wood
block pavement i n
dummy of car tracks
at intersection of Bea-
con street and Massa-
chusetts avenue.
336 square yards wood
block pavement fur-
nished and laid in
dummy of car tracks
@ 80c 268 80
44,788 21
$46,417 98
188
City Document No. 22.
Beacon street and Chestnut Hill avenue, from Brookline line to Newton line
(Cleveland circle). (Work not started.)
Engineering $411 38
Bennington street, from Central square to Day
1919.)
Engineering
Engineering expense
Photographs
Cost of work done under contract with
McGuire & McGourty Inc., in 1919, .$38,474 49
Amount paid in 1919 . . . 32,669 74
Berkeley street, from Columbus avenue to Providence street
started.)
Engineering
Engineering expense
Blackstone street, from Clinton street to Hajmaarket square. Length, 1,115
Unear feet. Area, 5,516 square yards. Edgestone set and reset,
granite block pavement relaid and artificial stone sidewalks con-'
structed.
lare. (Work done in
$3 40
32 50
20 00
5,804 75
$5,860 65
ce street.
(Work not
$179 20
1 80
$181 00
Engineering
$1,142 03
Inspection
409 39
Engineering expense .
1 70
Advertising
6 75
Blocks, 72,728 old granite
2,149 84
Edgestone
88 67
Amount paid to Coleman Brothers I
QC, under
contract :
35.7 square yards existing
concrete base excavated
and removed @ $2
$71 40
10 square yards existing
concrete base chipped
and removed @ $2 .
20 00
468 linear feet straight edge-
stone set @ 75c.
35 10
1,161 linear feet existing edge-
stone reset @ 60c. .
696 60
788.5 square yards concrete
base furnished and laid
@ $16 .
12,616 00
2,442.4 square yards granite
block paving hauled
and laid, including
hauKng away old
blocks and flagging.
sand bed and grout
joints, @ $2.50 .
6,103 00
3,073.8 square yards existing
granite block paving
taken up, cleaned,
piled and relaid, sand
bed and grout joints,
@ $2.25
6,916 05
Carried forward
$26,461 15 $3,798 38
Public Works Department. 189
Brought forward . . . $26,161 15 $3,798 38
18 square yards existing
brick sidewalks relaid
@ $1 . . . . 18 00
9,513.3 square feet artificial
stone sidewalks, con-
crete base and wear-
ing surface furnished
and laid @ 20c. . . 1,902 66
18 covers reset @ $3 . . 54 00
27 courses of brick work
laid @ 50c. ... 13 50
Extra work — Cut sewer
sheathing and dress
granite flagging side-
walks, where directed.
29 hours' labor @, 65c. . 18 85
40 hours, stonecutter, @
$1.15 .... 46 00
Plus 15 per cent on
$64.85 .... 9 73
4 bags cement @ $1.25 . 5 00
28,528 89
$32,327 27
Border street, from North Ferry to Central square. (Work not started.)
Engineering $245 10
Bowdoin street, from Mt. Ida road to Topliflf street. (Work not started.)
Engineering $19 00
Boylston street, from Amory street to Centre street. (Work not started.)
Engineering $503 45
Engineering expense 9 10
$5^2 55
Cambridge street, city proper, from North Russell street to Charles street.
(Work done in 1919.)
Engineering $9 00
Cambridge street, Brighton, from Brighton avenue to Henshaw street.
(Work done in 1919.)
Engineering $12 43
Engineering expense 30
$12 73
Centre street, from Columbus avenue to Hyde square. (Work not started.)
Engineering $307 67
Engineering expense 12 40
$320 07
Centre street, from Ehot street across Allandale street. (Work done in
1919.)
Engineering . $186 91
Labor 4 00
$190 91
190 City Document No. 22.
* Centre street, from AUandale street to South street. Length, 6,502 linear
feet. Area, 17,084 square yards. Filhng, edgestone reset, sheet
asphalt pavement laid, retaining wall constructed and artificial stone
sidewalks constructed. (Unfinished.)
Engineering $1,629 73
Inspection 320 53
Engineering expense 16 95
Advertising 7 25
Labor, employees, building culvert . . 776 40
$2,750 86
Credit: Blocks, old granite .... 19 26
Amount paid to Bermudez Company, under
contract :
1,242 cubic yards gravel fiUing
furnished @ $2.50 . $3,105 00
675 tons crushed stone fur-
nished, placed, watered
and rolled @ $4 . . 2,700 00
377 Hnear feet straight- edge-
stone set @ 45c. . 169 65
225 linear feet existing edge-
stone reset @ 40c. . 90 00
143 square yards existing
granite block paving
taken up, hauled and
relaid in hips or bows,
gravel joints, @, $2 . 286 00
2,354 square yards shoulders
graded, shaped, water-
ed and rolled, @ 45c., 1,059 30
16,836 square j^ards bitimainous
concrete binder and
asphalt wearing sur-
face furnished and laid
on macadam founda-
tion @ $2.89 _ . . 48,656 04
1,531 square feet artificial stone
foundation furnished
and laid @ 12c. . . 183 72
Furnishing all materials
and constructing wall
and fence . . . 7,700 00
2,731 60
$63,949 71
Less 5 per cent retained, 3,197 49
),752 22
Less amount charged to
Highways, Making of, 7,150 46
53,601 76
1$56,333 36
Chambers street, from Green street to Cambridge. (Work not started.)
Engineering $195 72
* Done in connection with fSouth street,
t See Highways. Making of.
Public Works Department.
191
Charles street, from Fruit street to Allen street. Length, 670 linear feet.
Area, 2,427 square yards. Edgestone reset, wood block pavement
laid, brick sidewalks relaid and artificial stone sidewalks constructed.
Engineering
Inspection ....
Engineering expense .
Advertising
Services of expert analyzing, etc.
Edgestone
Blocks
Credit: Bricks, old sidewalk
Blocks, old granite
$20 00
419 00
$246 81
339 82
2 30
6 30
241 90
40 30
29 33
$906 76
439 00
$467 76
Amount paid to John McCourt Company,
under contract:
301 square yards old concrete
base excavated and
removed @ 7oc . . $225 75
391 square yards old concrete
base chipped and
removed, @ $1 . . 391 00
19 linear feet circular edge-
stone set @ 50c. . . 9 50
1,358 linear feet existing edge-
stone reset @ 40c. . 543 20
188 cubic yards concrete base
furnished and laid @
$12 . . . . . 2,256 00
121 square yards existing
granite block paving
relaid, grout joints, @
2,427 square yards wood block
pavement furnished and
laid @ $5.40 .
1,209 square yards existing brick
sidewalks relaid @ 55c.,
6,367 square feet artificial stone
sidewalks, concrete base
and wearing surface,
furnished and laid @
35c. ....
787 square feet artificial stone
driveways, concrete
base and wearing sur-
face, furnished and laid
@ 40c
9 covers reset @ $3
8 courses of brickwork laid
@ 50c
242 00
13,105 80
664 95
2,228 45
314 80
27 00
4 00
20,012 45
$20,480 21
Columbia road, from
started.)
Engineering .
Hancock street to Blue Hill avenue. (Work not
$35 20
192
City Document No. 22.
Columbus avenue, from Roxbury street to Heath street. (Work not
started.)
Engineering $183 17
Engineering expense 5 70
$188 87
Commercial street, from Fleet street to Hanover street. (Work done in
1918 and 1919.)
Engineering $12 00
Commercial street, from Hanover street to Causeway street. (Work done
in 1918 and 1919.)
Engineering $24 00
Conant street, from Huntington avenue to Parker street. (Work done in
1919.)
Cost of work done under contract with the
Bermudez Companv, in 1919 . $8,124 47
Amount paid in 1919 6,502 97
$1,621 50
* Devonshire street, from Water street to Franklin street. Length, 730
linear feet. Area, 2,248 square yards. Wood block pavement laid.
Engineering .
Inspection .
Engineering expense .
Advertising .
Blocks granite
Edgestone
Expert services, analysis of blocks
Amount paid to James Doherty,
under contract:
381 square yards existing con-
crete base excavated
and removed @ 70c. .
296 square yards existing con-
crete base chipped and
removed @i 70c. .
3 linear feet circular edge-
stone set @. 39c. .
292 cubic yards concrete base
furnished and laid @
$11
43 square yards existing gran-
ite block paving relaid,
gravel joints, (5; $1
513 square yards existing gran-
ite block paving relaid,
grout joints, ^ $1.84 .
2,248 square yards wood block
paving furnished and
laid @i $5.19 .
3 covers reset @ $3
Less 15 per cent retained.
$349 18
628 21
1 60
3 25
44 00
7 91
64 35
$266 70
207 20
1 17
3,212 00
43 00
943 92
\
11,667 12
9 00
13,897 59
$16,350 11
2,452 52
$14,996 09
* Done in connection with Washington street. (Beach-Kneeland streets.)
Public Works Department. 193
Dorchester avenue, from Park street to Peabody square. (Work not
started.)
Engineering $262 79
Engineering expense 10
$262 89
$612 98
582 97
1 40
13 70
965 40
363 00
29 06
4 00
Dorchester avenue, from Andrew square to Savin Hill avenue. (Work
done in 1918 and 1919.)
Engineering $62 43
Dorchester avenue, from Summer street to Dorchester Avenue Bridge.
(Work not started.)
Engineering expense $5 60
Dorchester avenue, from Dorchester Avenue Bridge to West Second street.
Length, 749 linear feet. Area,4, 236 square yards. Edgestone reset,
second-hand granite block pavement laid with grout joints on con-
crete base and brick sidewalks relaid.
Engineering ....
Inspection ....
Engineering expense .
Advertising ....
Blocks: 32,180 old granite
Bricks: 24,200 old sidewalk
Edgestone ....
Teaming ....
Amount paid to John Kelly Company, under
contract:
Excavating and remov-
ing the paving materi-
als, paving and filling,
at and near abandoned
approach to Atlantic
Avenue Bridge . $400 00
17 linear feet circular edge-
stone set (a) 30c. . 5 10
1,449 linear feet existing edge-
stone reset (3} 39c. . 565 11
1,087 square yards granite
block paving hauled
and laid, including
hauling away old
blocks and flagging,
concrete base, sand bed
and grout joints, @
$4.15 .... 4,511 05
2,349 square yards existing
granite block paving
taken up, cleaned, piled
and relaid, concrete
base, sand bed and
grout joints, @ $4 . 9,396 00
800 square yards existing
granite block paving
taken up, cleaned,
piled and relaid, con-
crete base, sand bed
and grout joints (un-
finished), ^ $1.80 1,440 00
Carried forward . . . $16,317 26 $2,572 45
194 City Document No. 22.
Brought forward . . . $16,317 26 $2,572 45
162 square yards existing
granite block paving
relaid, gravel base,
sand bed and grout
joints, @ $2 20 . . 356 40
92 square j^ards brick side-
walks laid, @ 60c. . 55 20
1,092 square yards existing
brick sidewalks relaid
@ 40c. ... 436 80
14 covers reset @ $3 . . 42 00
7 courses of brick work
laid @ 50c. . . 3 50
Extra work — Remove
foundation of ap-
proach to abandoned
Atlantic Avenue
Bridge and remove ex-
isting concrete base
where directed:
532 hours' labor @ 70c.
372 40
Plus 15 per cent on
$372.40
55 86
27 hours, double team, @
$1.50 ....
40 50
16 hours, auto truck, @ $4,
64 00
Extra work — Load and
haul sidewalk brick
from the Chestnut Hill
paving yard instead of
from the Massachu-
setts avenue lot :
,500 brick loaded and hauled
from the Chestnut Hill
Avenue Paving Yard
@ $5.30 per M. .
103 35
$17,847 27
Less 15 per cent retained,
2,677 09
15,170 18
$17,742 69
Dorchester street, from West Broadway to West Eighth street. (Work
not started.)
Engineering $90 02
Dudley street, from Alexander street to Stoughton street. Length, 1,400
linear feet. Area, 5,941 square yards. Edgestone set, granite block
paving laid and relaid, artificial stone sidewalks and driveways con-
structed.
Engineering $851 06
Inspection
Engineering expense
Advertising .
Templets .
Edgestone .
Teaming
Blocks, 14,163 old granite
Carried forward
1
877 12
42 57
6 30
21 90
14 17
4 00
415 26
$2,232 38
Public Works Department. 195
Brought forward $2,232 38
Credit: Bricks, old sidewalk .... 433 20
$1,799 18
Amount paid to DeStefano Brothers, under
contract:
47 linear feet circular edge-
stone set @ 60c. . . $28 20
1,610 linear feet existing edge-
stone reset @ 35c. . 563 50
62 square yards existing
granite block paving re-
laid, gravel joints, @
$1.50 .... 93 00
855 square yards granite
block paving hauled
and laid, including
hauling away old blocks
and flagging, concrete
base, sand bed and
grout joints, @ $4.50, 3,847 50
5,085 square yards existing
granite block paving
taken up, cleaned,
piled and relaid, con-
crete base, sand bed
and grout joints, @
$4.40 . . . . 22,374 00
30 square yards brick side-
walks relaid @ 75c. . 22 50
16,600 square feet artificial stone
sidewalks, concrete base
and wearing surface
furnished and laid @
33c 5,478 00
126 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 60c. ... 75 60
2 square feet covers reset
@ $3 . . . . 6 00
4 square feet courses of
brickwork laid @ 50c. 2 00
Extra work - — Recut
blocks to connect with
4-inch work of Colum-
bia road and clean the
pitch and pebbles from
l)locks furnished by the
city from Massachu-
setts avenue lot:
32 hours' labor® 65c. . 20 80
Plus 15 per cent on $20.80, 3 12
Section 1, Article E. Over-
haul:
77 tons blocks hauled from
East Fifth street lot
(instead of Massachu-
setts avenue lot), I5
miles overhaul at y^c.
per ton per half mile . 25 41
Carried forward . . . $32,539 63 $1,799 18
196
City Document No. 22.
Brought forward
12 tons blocks hauled from
Centre street, near
Montclair street (in-
stead of Massachusetts
avenue lot) 5-inile over-
haul at 1 Ic. per ton per
half mile
Less 5 per cent retained,
$32,539 63 $1,799 18
13 20
$32,5.52 83
1,627 54
30,925 19
$32,724 37
Expert Services.
Services of expert examining different kinds of smooth pave-
ments and making report thereon $892 75
^asi Broadway, from Dorchester street to L street. (Work done in 1919.)
Photographs $12 GO
East First street, from H street across Summer street. (Work done in
1919.)
Engineering $17 00
Engineering expense 30
$17 30
East and West Newton street.
Engineering expense .
(Work done in 1919.)
$0 30
East Fourth street, from K street across P street. Length, 2,813 linear feet.
Area, 12,082 square yards. Wood block pavement laid. Unfinished
work from 1919. Roadway between the tracks paved with old granite
blocks with grout joints by city forces. Work completed May 29, 1920.
Engineering
$400 20
Inspection
365 01
Engineering expense .
19 20
Expert services analyzing blocks,
etc.
780 25
Photographs
16 00
Labor, excavating roadway
349 67
Labor, paving and grouting
659 00
Blocks: 20,250 old granite .
607 50
Sand: 77 cubic yards
169 31
Cement: 123 barrels .
387 34
Crushed stone ....
17 55
Teaming
336 50
Telegrams
6 95
Amount paid to John E. Quinn,
under con-
tract:
318 linear feet circular edge-
stone set @ 35c.
$111
3C
)
5,766 linear feet existing edge-
stone reset @ 20c.
1,153
2C
)
47 square yards existing
granite block paving
relaid, gravel joints, @
$1.20 ....
56
•
40
Carried forward
$1,320 90 $4,114 48
Public Works Department. 197
Brought forward . . . $1,320 90 $4,114 48
455 square yards existing
granite block paving
relaid, concrete base,
sand bed and grout
joints, @ $3.35 . . 1,524 25
8,629 square yards wood block
pavement furnished
and laid, concrete base,
mortar bed, etc., @
$5.61 .... 48,408 69
637 square yards wood block
pavement furnished
and laid (unfinished) @
$1 637 00
321 square yards existing
brick sidewalks relaid
@ 50c 160 50
40,701 square feet artificial stone
sidewalks, concrete
base and wearing sur-
f a c e furnished and
laid, @ 22c. . . 8,954 22
677 square feet artificial stone
driveways , concrete
base and wearing sur-
face furnished and
laid @ 35c. . . 236 95
5 covers reset @ $3. . 15 00
2 courses of brick work laid
@ 50c. ... 1 00
Section 1, Article E.
Overhaul:
674 tons block hauled to
Massachusetts avenue
lot (instead of East
Fifth street lot), 2
miles overhaul at lie.
per ton per half mile . 296 56
Extra work — Remove
tree near L street :
Removing tree and
stump .... 100 00
Extra work — Recut
existing granite pav-
ing blocks for roadway
and dummy paving
where directed:
15,885 paving blocks recut @
$15 p?r M. . . 238 28
.'561,893 35
Amount paid in 1919. . 51,291 45
10,601 90
$14,716 38
Federal street, from Milk street to Dewey square. Length, 1,293 linear
feet. Area, 4,524 square yards. Wood block and granite block
pavement laid.
198 City Document No. 22.
Engineering
Inspection
Engineering expense
Expert services, analyzing blocks, etc.
Edgestone
Blocks, recut granite ....
Photographs
Amount paid to James Dbherty, under con-
tract:
100 cubic yards gravel filling
furnished @ $1. . . $100 00
92 linear feet existing edge-
stone reset @ 25c. . $23 00
733 cubic yards concrete base
furnished and laid @
$9.75 .... 7,146 75
418 square yards existing
granite block paving re-
laid, gravel joints, @
75c 313 50
3,020 square yards existing gran-
ite block paving recut
and relaid, sand bed
and grout joints, @
$1.83 .... 5,526 60
1,244 square yards existing gran-
ite block paving relaid,
sand bed and grout
joints, @ $1.40 . . 1,741 60
1,504 square yards wood block
pavement furnished and
laid @ $4.41 . . . 6,632 64
15 covers reset @ $3 . . 45 00
Extra work — Load and
haul to Massachusetts
avenue lot, old paving
blocks in Channing
street, from Federal
street to Congress street:
521 square yards old paving
blocks loaded and hauled
to Massachusetts ave-
nue lot, @ 50c. . . 260 50
Extra work — Relay brick
sidewalks where directed
in Channing street:
60 square yards brick side-
walks relaid @ 40c. . 24 00
$137 85
326 80
2 65
145 58
3 03
38 40
16 00
$21,813 59
Less amount paid in 1919, 14,625 33
7,188 26
$7,858 57
Exeter street, from Boylston street to Commonwealth avenue. (Work done
in 1919.)
Engineering expense $0 30
Franklin slreet, from 60 feet west of Devonshire street to Broad street.
Length, 820 linear feet. Area, 3,740 square yards. Granite block
pavement relaid, grout joints.
Public Works Department. 199
Engineering
Inspection ....
Engineering expense .
Advertising ....
Blocks, old granite,
Amount paid to James Dohertj^, under contract:
232 square yards existing con-
concrete base excavated
and removed @ 75c. . $174 00
203 cubic yards concrete base
furnished and laid @.
$11.50 .... 2,334 50
284 square yards existing
granite block paving
relaid, gravel joints, @
$1 284 00
461 square yards granite block
paving hauled and laid,
sand bed, grout joints,
@ $2.17 . . . . 1,000 37
3,279 square yards existing gran-
ite block paving taken
up, cleaned, piled and
relaid, sand bed and-
grout joints, @ $1.99 . 6,525 21
7 square yards existing flag-
ging crosswalks relaid,
grout joints, @ $2.24 , 15 68
13 covers reset @ $3 . . 39 00
Extra work — Omit the
relaying of flagging
crosswalks where shown
on plan and haul granite
block to replace same
and haul granite block
paving to replace aban-
doned south track of
Boston Elevated Rail-
way, between Devon-
shire street and Federal
street:
373 hours labor, @ 65c. .
Plus 15 per cent on $242.45,
123 hours, double team, @
$1.37i ....
$479 83
463 22
2 05
6 80
313 00
242 45
36 37
169 13
10,820 71
$12,085 61
Friend street, from Union street to Causeway street. Length, 1,789 linear
feet. Area, 5,240 square yards. Edgestone reset, granite block pav-
ing laid and relaid, artificial stone sidewalks laid.
Engineering . $717 46
Inspection 154 50
Engineering expense 7 55
Advertising 2 34
Blocks, 10,000 recut granite .... 360 00
Edgestone, 66 feet circular .... 175 56
Carried forward $1,417 41
200 City Document No. 22.
Brought foncard $1,417 41
Amount paid to B. E. Grant Company, under
contract :
985 linear feet existing edge-
stone reset @ 3()c. . $295 50
332 cubic yards concrete base,
furnished and laid @
$14 . . . . . 4,648 00
88 square yards existing gran-
ite block paving relaid,
gravel joints, @, $1.50 . 132 00
194 square yards granite block
paving hauled and laid,
including hauling away
old blocks and flagging,
sand bed and grout
joints, @ $2.65 . . 514 10
1,783 square yards existing gran-
ite block paving taken
up, cleaned, piled and
relaid, sand bed and
grout joints, @ $2.25 . 4,011 75
4,569 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 28c. . 1,279 32
11 covers reset @ $3 . . 33 00
22 courses of brickwork laid
m oOc 11 00
$10,924 67
Less 15 per cent retained, 1,638 70
9,285 97
$10,703 38
Green street, from Washington street across Call street. Length, 888 linear
feet. Area, 2,725 square yards. Edgestone reset, Topeka pavement
laid and artificial stone sidewalks laid. (Unfinished work from 1919.)
Engineering $125 96
Inspection 59 17
Amount paid to Central Construction Com-
pany, under contract:
49 linear feet circular edge-
stone set @ 35c. . . $17 15
1,616 linear feet existing edge-
stone reset @i 23c. . 371 68
122 linear feet existing granite
block paving relaid,
gravel joints, @ $1 . 122 00
39 square yards existing
granite block paving
relaid in driveways and
edgings, concrete base,
sand bed, grout joints,
@ $3.25 .... 126 75
120 square yards existing
granite block paving re-
laid, gravel base, sand
bed and grout joints, @
$1.30 .... 156 00
Carried forward . $1,193 58 $185 13
Public Works Department. 201
Brought forward . . . $1,193 58 $185 13
2,810 square yards cone r e t e
base and Topeks wear-
ing surface furnished
and laid @ $3.75 . . 10,537 50
23 square yards existing brick
sidewalks relaid @ 50c . 1 1 50
8,452 square feet artificial stone
sidewalks, cone r e t e
base and wearing sur-
face furnished and laid
@ 21c. .
3 covers reset
4 courses of brickwork laid
@ 50e. ...
Amount paid in 1919
Green street, from Call street to Centre street. Length, 1,992 linear feet.
Area, 5,900 square yards. (Work not started.)
Engineering $187 46
Engineering expense 6 30
Advertising 3 65
$197 41
Greenwich street, from Westminster street to Warwick street. (Work done
in 1919.)
Engineering expense $0 15
Guild row. (Work not started.)
Engineering $8 00
Engineering expense 80
$8 80
Humboldt avenue, from Walnut avenue to Seaver street. (Work not
started.)
1,774 92
9 00
2 00
3,966 31
$13,128 50
9,162 19
$4,151 44
Engineering $933 85
Engineering expense 17 00
$950 85
Huntington avenue, at Jamaicaway. Length, 150 linear feet. Area, 485
square yards. Bitulithic pavement furnished and laid.
Amount paid to Warren Brothers Company,
under contract:
43 J tons crushed stone fur-
nished and placed @
$3.50 .... $151 38
485 square yards macadam
foundation furnished
and placed @ 46e. . 223 10
485 square yards bitulithic
pavement furnished and
laid @ $2.37 . . . 1,149 45
$1,523 93 •
$1,523 93
202 City Document No. 22.
John Eliot square. (Work not started.)
Engineering $342 35
Engineering expense 6 80
$349 15
Kilby street, from State street to Milk street. (Work done in 1919.)
Photographs S12 00
La Grange street, from Washington street to Tremont street. (Work not
started.)
Engineering S87 80
Main street, from City square, across Alford street. Length, 5,690
linear feet. Area, 30,685 square yards. Edgestone reset, recut
granite block pavement laid and artificial stone sidewalks constructed.
(Unfinished work from 1919.)
Engineering S530 58
Inspection 926 59
Engineering expense 34 60
Blocks, 201,570 recut granite .... 12,094 20
Edgestone 53 50
Photographs 24 00
$13,663 47
Credit: Brick, old, sidewalk .... 523 00
$13,140 47
Amount paid William J. Barry, under contract:
50 linear feet straight edge-
stone and corners
hauled and set @ 20c. $10 00
192 linear feet circular edge-
stone set @ 30c. . 57 60
11,050 linear feet existing edge-
stone reset @ 20c. . 2,210 00
1,748 square yards existing
granite block paving
relaid, gravel joints, @
75c 1,311 00
14,336 square yards granite
block paving recut,
hauled and laid, sand
bed, grout joints, @
$3.50 . . . . 50,176 00
18,010 square yards existing
granite block paving
recut and relaid, con-
crete base sand bed
and grout joints, @
$3.50 . . . . 63,035 00
668 square yards existing
brick sidewalks relaid,
@ 50c 334 00
94,154 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face furnished and laid
@ 21c 19,772 34
earned forward . . . $136,905 94 $13,140 47
Public Works Department. 203
Brought forward . . . $136,905 94 $13,140 47
274 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 25c 68 50
50 covers reset @ $3 . . 150 00
9 Bradley head catch-
basins reset @ $5 . 45 00
33 courses of brickwork
laid @ 50c. ... 16 50
315 linear feet track basin
drain etc. laid @ $2.50 787 50
60 cubic yards earth exca-
vation above grade in
outside trench for tests
pits, etc. @ $2 . . 120 00
(Section 1, Article E,
Overhaul.)
1,049 tons recut granite block
hauled from Massachu-
setts avenue lot (in-
stead of from Dorches-
ter avenue lot), 2 miles
overhaul @ lie. per
ton per half mile 461 56
775 tons recut granite block
hauled from park
grounds, Massachu-
setts avenue (instead
of from Dorchester
avenue lot), 2| miles
overhaul @, lie. per
ton per half mile . 426 25
865 tons recut granite blocks
hauled from Fifth
street lot and District 1
yard (instead of from
Dorchester avenue lot)
2 miles overhaul @. lie.
per ton per half mile . 380 60
$139,361 85
13,682 square yards granite
blocks bought by con-
tractor @ 30c. . . 4,104 60
$135,257 25
Amount paid in 1919 . . . 89,258 41
$45,998 84
Less amount retained . 1,000 00
44,998 84
$58,139 31
Market street, from Washington street across Western avenue. Length,
5,015 linear feet. Area, 17,780 square yards. Edgestone reset,
artificial stone sidewalks constructed at church property. Roadway
not started. (Unfinished.)
Engineering $628 24
Inspection 44 75
Carried forward $672 99
204 City Document No. 22.
Brought fonvard ....
$672 99
Engineering expense .
2 60
Advertising
7 70
Amount paid to Simpson Brothers Corpora-
tion, under contract:
4 linear feet straight edge-
stone set @ 35c. .
$1 40
19 linear feet circular edge-
stone set @ 40c. .
7 60
270 linear feet existing edge-
stone reset @ 30c.
81 00
2,458 square feet artificial stone
fovmdation furnished
and placed @, 6c. .
147 48
2,321 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 26c.
603 46
137 square feet artificial stone
1
driveways, concrete
base and wearing sur-
face furnished and laid
@ 33c
45 21
1 cover reset @ $3
3 00
2 Bradley head catch-basins
reset @ $5 .
10 00
$899 15
Less 15 per cent retained,
134 87
764 28
■ " tlpi,4:0/ ^1
Mt. Vernon street, from Joy street to West Cedar street. Length, 1,200
linear feet. Area, 4,511 square yards. Edgestone reset, bituminous
macadam roadway laid and brick sidewalks relaid. (Work unfinished.)
Engineering $730 86
Inspection 286 72
Engineering expense 2 15
Advertising 6 30
Templets 30 00
Labor, handling stock 530 16
Edgestone 1,045 15
Crushed stone: 912.2 tons .... 2,280 50
Bricks 45 00
Road oil: 9,000 gallons binder . . 1,305 00
Teaming 1,340 40
Amount paid to John W. O'Connell, under
contract :
477 linear feet straight edge-
stone set @ 39c. . . $186 03
52 linear feet circular edge-
stone set @ 40c. . . 20 80
1,558 linear feet existing edge-
stone reset @ 39c. . 607 62
150 square yards existing
granite block or cobble
paving relaid, gravel
joints, @ $1.45 . . 217 50
1,863 square yards existing
brick sidewalks relaid
@ 70c 1,304 10
Carried forward . . . $2,336 05 $7,602 24
Public Works Department, 205
Brought forward . . $2,336 05 $7,602 24
16,500 brick loaded and hauled
from Chestnut Hill
Paving Yard, Brighton,
@ $4 per M. . . 66 00
Extra work — Omit
Items 7rt and 76 (haul-
ing and laying brick
block paving, etc.) and
substitute excavating
subgrading and rolling
crushed stone :
4,000 square yards crushed
stone excavated, sub-
graded and rolled @
$1.55 . . . . 6,200 00
$8,602 05
Less 15 per cent retained, 1,290 31
7,311 74
$14,913 98
Newbury street, from Arlington street to Fairfield street. (Wofk done in
1919.)
Engineering $28 60
Engineering expense 30
$28 90
Northampton street, from Washington street to Albany street. (Work
not started.)
Engineering $325 89
Engineering expense 40
$326 29
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. (Unfinished work from 1919.)
Amoimt paid to the Bermudez Company,
under contract:
66 linear feet circular edge-
stone set @ 35c. . . $23 10
1,224 linear feet existing edge-
stone reset @ 30c. . 367 20
70 square yards existing
granite block paving re-
laid, gravel joints, @ $1, 70 00
43 square existing granite
paving relaid, gravel
base, sand bed and
grout joints, @ $1.75 . 75 25
2,633 square yards bituminous
concrete binder and
asphalt wearing surface
furnished and laid on
macadam foundation
(^ $2.11 . . . 5,555 63
140 square yards brick side-
walks laid (5) 60c. . 84 00
Carried forward . . $6,175 18
206
City Document No. 22.
Brought forward
$6,175 18
940 square yards existing
brick sidewalks relaid
@ 50c
470 00
5,778 bricks loaded and hauled
from South End paving
yard, Albany street, @
$3.50 per M. .
20 22
$6,665 40
Amount paid in 1919 .
5,371 25
L,294 15
$1,294 15
Pleasant street, from East Cottage street to Stoughton street. Length,
1,418 hnear feet. Area, 6,793 square yards. Edgestone set, Topeka
pavement laid and artificial stone sidewalks constructed.
Engineering $348 99
Inspection
Engineering expense
Advertising .
Templets
Lumber
Bricks
Edgestone
Labor, handhng stock
Labor, stonecutter
Teaming
Credit : Blocks, old granite
Amount paid to Central Construction Com-
pany, under contract:
3 J cubic yards extra excava-
tion @ $3 . . . $9 75
55.15 tons crushed stone fur-
nished, placed, watered,
etc., @ $4 . . . 220 60
728 Unear feet existing edge-
stone reset @ 30c. . 218 40
63 square yards existing
granite block paving
relaid, gravel joints, @
3 square yards existing
' granite block paving
relaid, sand bed and
grout j oints, @ $2.50 .
6,793 square yards Topeka
wearing surface fur-
nished and laid on
macadam foundation @
$2.79 ....
1,006 square feet artificial
stone foundation fur-
nished and placed @
8c
Carried forward
63 00
7 50
18,952 47
80 48
48 35
27 50
7 30
22 50
1 44
13 50
19 50
6 00
15 00
18 00
$528 08
56 00
$472 08
1
$19,522 20 $472 08
Public Works Department.
207
Brought forward
1,537 square feet artificial
stone sidewalks, con-
crete base and wearing
surface furnished and
laid @ 30c. .
139 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@, 35c
21 covers reset @ $3
3 Bradley head catch-basins
reset @ $5 .
45 courses of brickwork
laid @ 50c. .
21 cubic yards loam fur-
nished @ $3.70 .
134 square yards loam graded
and seeded @ 35c.
$19,522 20 $472 08
461 10
48 65
63 00
15 00
22 50
77 70
46 90
20,287 05
),759 13
Pleasant street, from Stoughton street to Savin Hill avenue. Length, 830
linear feet. Area, 2,533 square yards. Edgestone set, granite blocks
laid in dummy of car tracks. Topeka pavement laid and artificial
stone sidewalks constructed.
Engineering .
$927 13
Inspection .
599 30
Engineering expense
Advertising .
11 30
7 20
Templets
Edgestone
Lumber
5 00
30 58
4 74
Teaming
3 93
Credit : Bricks, old sidewalk
$1,589 18
157 00
Amount paid to Francis J. Burke, under
contract:
9 cubic yards extra earth
excavation @ $3.50 . $31 50
21 linear feet circular edge-
stone set @ 35c. . . 7 35
1,300 linear feet existing edge-
stone reset @ 40c. 520 00
12 square yards existing
granite block paving re-
laid, gravel joints, @
$1.20 .... 14 40
4 square yards existing
granite block paving
relaid in roadway and
edgings, concrete base,
sand bed and grout
joints, @ $4.50 ... 18 00
1,432 18
Carried forward
$591 25 $1,432 18
208
City Document No. 22.
Brought forward
217 square yards existing
granite block paving
relaid in dummy of car
tracks, concrete base,
sand bed and grout
joints, @- $5 .
149 square yards existing
granite block paving
relaid in brows of car
tracks, concrete base,
sand bed and grout
joints, @ $5.20 .
2,734 square yards concrete base
and Topeka wearing
surface furnished and
laid @ $5 ...
130 square yards bituminous
wearing surface fur-
nished and laid on mac-
adam foundation @
$2.70 ....
57 square yards existing brick
sidewalks relaid @' 50c ,
3,182 square feet artificial stone
foundation furnished
and placed (5) 5c. .
9,977 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 31c.,
305 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@38c
6 covers reset @ $3 .
Less 5 per cent retained
$591 25 $1,432 18
1,085 00
774 80
13,670 00
3,61 00
28 50
159 10
3,092 87
115 90
18 00
$19,886 42
994 32
18,892 10
),324 28
Portland street, from Hanover street to Causeway street. (Work not
started )
Engineering $139 57
Advertising 2 33
$141 90
Ralston street (northerly side), from Boston street about 85 feet easterly.
Length, 85 linear feet. Concrete retaining wall and fence constructed.
Inspection
177 53
Engineering expense .
1 20
Advertising
6 75
Bricks
37 50
Teaming
4 00
Carried forward
$591 58
Public Works Department.
209
Brought forward
Amount paid to Andrews Construction Corn-
pan}', under contract:
Furnishing all materials and
doing all the work necessary
to build retaining wall and
fence ... . . $3,930 00
Less 15 per cent retained . . 589 50
$591 58
3,340 50
$3,932 08
Richmond street, from Hanover street to Atlantic avenue. (Work not
started.)
Engineering $140 76
Templets 20 00
Advertising 2 33
— $163 09
River street, from bridge over Providence Railroad across Everett square.
Length, 1,269 linear feet. Area, 6,020 square yards. (Work not
started.)
Engineering $497 14
Engineering expense 10 90
Advertising 7 40
$515 44
Roxbury street, from Kent street to John Eliot square.
Engineering
Engineering expense
(Work not started.)
$32 00
2 45
$34 45
$1,113 82
1,258 60
40
10
23,041
1,375
317
50
50
11
20
00
Rutherford avenue, from Cambridge street to Chapman street. Length,
3,800 linear feet. Area, 19,565 square yards. Edgestone reset, recut
granite block pavement laid and brick sidewalks relaid.
Engineering ....
Inspection ....
Engineering expense .
Blocks, 384,025 recut granite
Bricks, 91,700 old sidewalk
Edgestone ....
Photographs
Amount paid to Coleman Brothers, under
contract:
128 linear feet straight edge-
stone set (g 30c. .
50 linear feet circular edge-
stone set @} 50c. .
7,433 Unear feet existing edge-
stone reset (5, 30c.
1.710 square yards existing
granite block paving
relaid, gravel joints, (g;
$1
9.711 square yards granite
block paving recut,
hauled and laid, con-
crete base, sand bed and
grout joints, (cv, $3.50 .
$38 40
25 00
2,229 90
1,710 00
33,988 50
Carried forward
$37,991 80 $27,166 63
210 City Document No. 22.
Brought forward . . $37,991 80 $27,166 63
9,854 square yards existing
granite block paving
recut and relaid, con-
crete base, sand bed
and grout joints, @
$3 29,562 00
538 square yards existing
granite block paving
relaid, grout joints, @
$1.50 .... 807 00
590 square yards brick side-
walks laid @ 60c. . 354 00
5,816 square yards existing
brick sidewalks relaid
@ 60c 3,489 60
84,500 sidewalk bricks loaded
and hauled from
Charlestown Paving
Yard, Medford street,
at $3 per M. . . 253 50
38 covers reset @ $3 . . 114 00
40 Bradley head catch-bas-
ins reset @ $5 . . 200 00
294 courses of brickwork
laid @ 50c. ... 147 00
Extra work — ■ Remove ac-
cumulation of rubbish,
ashes, etc., from road-
way. The roadway has
to be cleaned of surplus
material before the pav-
ing blocks can be barred
I
up:
67 hours, foreman, @ 80c. .
53 60
650 hours' labor @ 60c.
390 00
Plus 15 per cent on
$443.60 ....
66 54
90 hours, double team, @ $1 ,
90 00
$73,519 04
6,877 square yards old granite
blocks bought by con-
tractor® 40c. . . 2,750 80
70,768 24
■ $97,934 87
Saratoga street, from Chelsea street to Bennington street. (Work done in
1919.)
Engineering $39 12
Shirley street, from Massachusetts avenue, 400 feet southerly. (Work done
in 1919.)
Engineering expense $0 30
Smith street, from Huntington avenue to St. Alphonsus street. Length, 584
linear feet. Area, 1,774 square yards. Edgestone reset, asphalt
pavement laid, brick sidewalks relaid. (Unfinished work from 1919.)
Engineering $33 68
Inspection 30 68
Carried forward $64 36
Public Works Department.
211
Brought forward
Cement
Crushed stone
Gravel
Labor, repairing roadway
Teaming
Amount paid to the Bermudez Company,
under contract:
27 linear feet circular edge
stone set @ 35c. .
894 linear feet existing edge-
stone reset @ 30c.
16 square yards existing
granite block poving re-
laid, gravel joints, @ $1,
37 square yards existing
granite block paving re-
laid, gravel base, sand
bed and grout joints, @
$1.75 ....
1,774 square yards bituminous
concrete binder and as-
phalt wearing surface
furnished and laid on
macadam foundation @
$2.11 . ...
8 square yards brick side-
walks laid @ 60c.,
691 square yards existing
brick sidewalks relaid
@ 50c
14,400 bricks loaded and hauled
from South End Paving
Yard, Albany street, @
$3 50 per M. .
2 covers reset @ $3 .
2 Bradley head catch-bas-
ins reset @ $5
6 courses of brickwork laid
@50c.
Amount paid in 1919
$9 45
268 20
16 00
64 75
3,743 14
4 80
345 50
$64 36
88 32
29 28
7 09
134 00
40 00
50 40
6 00
10 00
3 00
804 66
$4,521 24
3,716 58
$1,167 71
Smith street, from Phillips street to Parker street. Length, 609 linear feet.
Area, 1,759 square yards. Edgestone reset, asphalt pavement laid
and brick sidewalks relaid. (Final payment on work done in 1919.)
Amount paid the Bermudez Company, under
contract :
41 linear feet circular edge-
stone set @ 35c. . . $14 35
1,148 linear feet existing edge-
stone reset @ 30c. . 344 40
3 square yards existing
granite block pa\ang
relaid, gravel joints,
@ $1 . . .. . 3 00
Carried fonvard . $361 75
212
City Document No. 22.
Brought forward . . .
18 squtxre yards existing
granite block paving
relaid, gravel base,
sand bed and grout
joints, @$ 1.75 .
1,759 square yards bituminous
concrete binder and
asphalt wearing sur-
face furnished and laid
on macadam founda-
tion® $2.11.
222 square yards brick side-
walks laid @ 60c.
789 square yards existing
brick sidewalks relaid
@ 50c
14,400 bricks loaded and hauled
from South End Pav-
Yard, Albany
mg
street ^
.50 perM.
Amount paid in 1919
$361 75
31 50
3,711 49
133 20
394 50
50 40
$4,682 84
3,850 03
$832 81
$832 81
Southam'pton street, from Albany street to Massachusetts avenue,
not started.)
Engineering $103 68
Engineering expense 1 80
(Work
$105 48
Summer street, from Fort Point channel to bridge over railroad. (Work
done in 1919.)
Engineering expense $0 45
Sussex street, from Hammond street to W^arwick street. (Work done in
1919.)
Engineering expense $0 16
Tremont street, from Dover street to Northampton street. Length, 3,850
linear feet. Area, 27,340 square yards. Edgestone reset, granite
block pavement laid and sheet asphalt pavement laid and artificial
stone sidewalks constructed.
Engineering
Inspection
Engineering expense ....
Edgestone
Blocks, 106,770 recut granite .
Expert services, analyzing blocks, etc
Labor, stonecutter ....
Photographs
Credit: Bricks, old sidewalk
Carried forward
$1,451 72
1,969 24
103 65
761 56
6,316 00
86 35
30 00
20 00
$10,738 52
3,371 85
$7,366 67
Public Works Department. 213
Brought forward $7,366 67
Amount paid to B. E. Grant Company, under
contract:
1,979 cubic yards filling fur-
nished @ $1 . . $1,979 00
177^ tons crushed stone fur-
nished and placed @
$4 . . . . 710 00
10 linear feet straight
edgestone hauled and
set @ 50c. ... 5 00
517 linear feet circular edge-
stone set (a; 35c. . 180 95
8,187 linear feet existing
edgestone reset @
28c 2,292 36
154 square yards existing
granite block paving
relaid, gravel joints,
@ $1.50 ... 231 00
2,172 square yards granite
block paving recut,
hauled and laid in
dummy, concrete base
and grout joints, @
$3.75 .... 8,145 00
43 square yards granite
block pa\-ing recut,
hauled and laid on
driveways and edg-
ings, concrete base
and grout j oints @ $4 , 1 72 00
324 square yards existing
granite block paving
recut and relaid in
brows, concrete base
and grout j oints @ $4 , 1 ,296 00
651 square yards existing
granite block paving
recut and relaid in
brows of car tracks,
concrete base and
grout joints, @ $4, 2,604 00
25,556 square yards concrete
base, bituminous con-
crete binder and as-
phalt wearing surface
furnished and laid @
$3.30 .... 84,334 80
3,028 square yards bituminous
wearing surface fur-
nished and laid on
macadam foundation
@ $2.50 . . . 7,570 00
605 square yards existing
brick sidewalks relaid
@35c. ... 211 75
128,500 bricks loadedand
hauled from Massa-
chusetts avenue lot
@ $1 per M. . 128 50
Carried forward . . $109,260 36 $7,366 67
214 City Document No. 32.
Brought forward . . . $109,260 36 $7,366 67
42 covers reset @ $3 . . 126 00
87 courses of brickwork
laid @ 50c. ... 43 50
Extra work — Make
roadway safe at brows
on account of change
in grade in tracks:
Making roadway safe . 50
Extra work — Omit the
relaying of brick side-
walks and substitute
the furnishing and
laying of artificial
stone sidewalks :
95,857 square feet artificial
stone sidewalks, con-
crete base and wear-
ing surface furnished
and laid @ 27c. . 25,881 39
Extra work — Remove
old concrete and
backfill Water De-
partment trench op-
posite Hanson street:
6| hours, foreman, @ $1.25, 8 13
39 hours' labor @ 65c. . 25135
Plus 15 per cent on
$33.48 ... 5 02
3 hours, auto truck, @
$4.37i . . . 13113
Extra work — • Move
and joint circular
edgestone at Canton
street and Brookline
street:
4 hours, edgestone setter,
@ $1.25 ... 5 00
12 hours' labor @ 65c. . 7 80
Plus 15% on $12.80 . 192
Extra work — Relay
existing granite block
parang with grout
joints in Tremont
street, from North-
ampton street about
50 feet westerly:
342 square yards existing
granite block paving
relaid, grout joints, @
$1.75 . . . . 598150
Extra work — Remove
three (3) trees and
stumps:
3 trees and stumps re-
moved @ $100 . . 300 00
Carried forward . . . $136,276 60 $7,366 67
Public Works Department. 215
Brought forward . . . $136,270 60 $7,366 67
26,746 square yards old gran-
ite block bought by
contractor @ 10c. . 2,674 60
$134,251 50
Amount paid in 1919 . 1,51194
132,739 56
$140,106 23
Tremont street, from Castle street to Dover street. (Work done in 1919.)
Engineering expense $0 30
Tremont street, from Hammond street to William Pynchon square. (Work
done in 1919.)
Engineering $62 50
Engineering expense 5 10
$67 60
Union Park street (north side), from Washington street to Harrison avenue.
Length, 446 linear feet. Area, 4,425 square feet. Artificial stone
sidewalks constructed.
Engmeering $16 00
Inspection 70 13
Advertising 6 30
Amount paid to Joseph A. Singarella, under
contract:
4,425 square feet artificial stone sidewalks
furnished and laid® 27c . . . . 1,194 75
$1,287 18
Warivick street, from Hammond 'street to Ruggles street. (Work done in
1919.)
Engineering ' $10 00
Engineering expense 15
$10 15
Washington street, from Forest Hills to Archdale road. (Work
done in 1919.) $3 00
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 brows and laid bituhthic pavement and arti-
ficial stone sidewalks and driveways constructed.
Engineering $545 80
Inspection 932 51
Engineering expense 101 37
Blocks: old granite 672 70
Edgestone: 1,655 feet 8 inches .... 2,283 80
Teaming 155 19
Photographs 20 00
$4 711 37
Credit: Bricks, old sidewalk . . . ' 124 46
Carried forward $4,586 91
216 City Document No. 22.
Broupht foncard $4,586 91
Amount paid to Warren Brothers Company,
under contract:
12 cubic yards rock excava-
tion @ $5 . . $60 00
114,310 tons crushed stone furn-
ished and placed @
$3.30 . . . 377 19
2,472 linear feet straight edge-
stone hauled, and set
@ 40c. ... 988 80
161 linear feet circular edge-
stone set @ 40c. . 64 40
3,929 linear feet existing edge-
stone reset @ 30c. . 1,178 70
1,518 linear feet crushed stone
and concrete founda-
tion furnished and
laid @ 24c. ... 364 32
631 cubic yards concrete
base furnished and
laid (&$9 . . . 5,589 00
333 square yards existing
granite block paving
relaid, gravel joints,
@;$1 . . 333 00
2,413 square yards granite
block paving recut, •
hauled and laid in
dummy, sand bed and
grout joints, @ $2.30 5,549 90
1,243 square yards existing
granite block paving
recut and relaid in
dummy, sand bed and
grout joints, @ $2 . 2,486 00
596 square yards existing
granite block paving
recut and relaid in
brows of car tracks,
sand bed, grout joints,
@$2 . 1,192 00
328 square yards existing
granite block paving
relaid in driveways,
gravel base, sand bed,
grout joints, (gi $1.57. 514 96
14,731 square yards bituhthic
wearing surface fur-
nished and laid on
macadam foundation
@$2.23 . . . 32,850 13
66 square yards existing
brick sidewalks re-
laid (a $1 . . . 66 00
63,30i square feet artificial
stone foundation fur-
nished and placed
@7c.' . . . . 4,431 28
Carried fonvard . . . $56,045 68 $4,586 91
Public Works Department.
217
Broxighl forward
54,676 square feet artificial
stone sidewalks, con-
crete bas ' and wear-
ing surface furnished
and placed @ 24c.
1,451 square feet artificial
stone driveways, con-
crete base and wear-
ing surface furnished
and laid, @ 30c.
50 covers rest @ $3 .
5 Bradley head catch
basins reset @ $o
82 courses of brickwork
laid @, 50c.
4 drj' wells constructed
Extra work — Remove
stump in sidewalk
where directed and
haul paving blocks
from Forest Hills:
101 hours' labor @ 60c .
Plus 15 per cent on
$60.60
25 hours, double team, @
$1
8 hours, auto truck, @
$3.75 . . . .
Less 1,569 hnear feet
straight edgestone
delivered on street by
city @ 10c.
Amount paid in 1919
$56,045 68 $4,586 91
13,122 24
435 30
150 00
25 00
41 00
10 00
60 60
9 09
25 00
30 CO
),953 91
156 90
$69,797 01
27,318 80
42,478 21
$47,065 12
Washington street, from Beach street across Kneeland street. Length, 290
linear feet. Area, 640 square yards. Edgestone set and wood block
pavement laid. (Unfinished.)
Engineering
$362 97
Inspection
241 62
Engineering expense
75
Advertising
3 25
Edgestone
14 92
Expert services, analyzing blocks, etc. .
32 95
$656 46
Credit : Blocks, old granite
12 00
Amount paid to James Doherty, under con-
tract :
15 linear feet circular edgestone
set @ 39c. ... $5 85
$644 46
Carried forward
$5 85
$644 46
218 City Document No. 22.
$644 46
Brought forward
76 linear feet existing edge-
stone reset @ 30c. .
$5 85
22 80
118 cubic yards concrete base
furnished and laid @ $11,
1,298 00
35 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1 .
35 00
35 square yards existing gran-
ite block paving recut and
relaid, sand bed and grout
joints, @ $2.23
78 05
112 square yards existing gran-
ite block paving relaid,
grout joints, @$1. 84
206 08
587 square yards wood block
pavement furnished and
aid® $5.19 .
3,046 53
68 square yards existing brick
sidewalks relaid @, 55c. .
4 covers reset @ $3
37 40
12 00
Less 15 per cent retained .
$4,741 71
711 25
4,030 46
$4,674 9'i
Washington, street, West Roxbury, from Archdale road to 75 feet south of
Corinth street. Length, 3,387 linear feet. Area, 16,559 square
yards. Edgestone set and reset, gravel sidewalk graded, 5-inch
granite block pavement laid on 6-inch concrete base each side of
track and recut blocks on 6-inch concrete base laid in track location.
(Unhuished.)
Engineering . . ' $1,082 23
Inspection 1,570 34
Engineering expense 20 25
Advertising 6 75
Templets 17 40
Teaming 6 00
Edgestone, 4,413 feet straight, 309 feet cir-
cular, 4 small corners and 1 special stone, 8,757 91
Expert sei vices, analyzing, etc. ... 45 00
$11,505 88
Credit: Blocks, old granite
1,668 00
$9,837 88
Amount paid to William J. Barry,
under con-
tract :
Removing trees, bushes,
etc
$100 00
13 cubic yards rock excava-
tion @ $5 .
65 00
4,363 linear feet straight edge-
stone set @ 30c.
1,308 90
369 linear feet circular edge-
stone set @ 30c.
110 70
earned forward . . . $1,585 60 $9,837 88
Public Works Department.
219
Brought forward
1,397 linear feet existing edge-
stone reset @ 30 c.
560 linear feet crushed stone
and concrete foun-
dation furnished and
placed @, 10c.
12,826 square yards granite
block paving furnished
and laid, concrete base,
sand bed, grout joints,
@ $7.75
20 square yards gran i t e
block paving relaid,
gravel base, sand bed
and grout joints, @ $2,
73 square yards existing
brick sidewalks relaid
@ 50c. .
18 covers reset @ $3 .
1 Bradley head catch
basin reset @ $5
5 courses of brickwork
laid @ 50c.
3,000 square yards gravel side-
walks placed, shaped
watered and rolled, (a
30c.
Extra work — Furnish
and lay granite block
paving, gravel base,
grout joints on ap-
approaches as d i -
rected.
116 square yards granite
block paving furnished
and laid, gravel base
and grout joints, @
$5.75 . . . .
Extra work — grade ap-
proaches to Murray
HUl road and place
crushed stone to back
up paving at side
off Washington streets
street :
1 d
id
F
1 d
14
$1,585 60
419 10
56 00
99,401 50
40 00
36 50
54 00
5 00
2 50
900 00
),837 88
667 00
1 day, foreman, @ $8
8 00
§ days' labor @ $5.60
30 80
Plus 15 per cent o n
$38.80 ....
5 82
1 day, auto truck, @ $35,
35 00
5 tons crushed stone @
$2.75 ....
39 88
Extra work — Haul ex-
cavated material to
Walter street at Cen-
tre street :
4 days, auto truck, @ $35,
140 00
Carried forward
$103,286 70 $9,837 S8
220 City Document No. 22.
Brought forward . . . $103,2S6 70 $9,837 88
Extra work — Haul sur-
plus recut blocks of
Boston Elevated Rail-
way Company to Bel-
grade avenue :
1 day, foreman, @ $8 . 8 00
12 J days' labor @, $5.60 . 70 00
Plus 15 per cent on $78, 11 70
3| days, auto truck, @ $35, 122 50
Extra work — Replace
concrete base removed
by Water Service:
85 square yards concrete re-
placed @ $2.85 . . 9 50
Extra work — Remove
buried stump in edge-
stone trench:
1 day's labor @ $5.60 . 5 60
Plus 15 per cent on $5.60, 84
Extra work — L i g h t
dummy of track loca-
tion during suspension
of work by Boston Ele-
vated Railway Com-
pany:
18f days' labor @ $5.60
Plus 15 per cent on $105,
2,650 lights, breakage and oil
@ 10c. .
Less 5 per cent retained,
Westminster street, from Hammond street to Ruggles street. (Work done
in 1919.)
Engineering expense $0 15
Weston street, from Warwick street to Tremont street. (Work done in
1919.)
Engineering $0 15
Engineering expense 8 00
$8 15
105 00
15 75
265 00
$104,039 59
5,201 98
98,837 61
$108,675 49
Williams street, from Washington street to Westminster street. (Work
done in 1919.)
Engineering expense $0 15
Windsor street, from Shawmut avenue to Cabot street. Work done in
1919.)
Engineering expense $0 16
Worcester street and Worcester square, from Harrison avenue to Coliunbus
avenue. Length, 2,500 hnear feet. Area, 10,722 square yards
(including Worcester square). Edgestone reset, asphalt pavement
laid on macadam and brick sidewalks relaid. (Unfinished work
from 1919.)
Engineering expense $0 15
Carried forward $0 15
Public Works Department. 221
Brought forward $0 15
Worcester street, Columbus avenue to Washington
atreet.
Amount paid to Central Construction Com-
pany, under contract:
18 cubic yards extra earth
excavation® $1.80 . $32 40
172 linear feet straight edge-
stone and corners
hauled and set @ 35c., 60 20
82 linear feet circular edge-
stone set @ 30c. . . 24 60
3,235 linear feet existing edge-
stone reset @, 30c. . 970 50
38 square yards existing
granite block paving
relaid, gravel joints,
(g^ 80c. . . . . 30 40
397 square yards existing
granite block paving
relaid, gravel base,
sand bed and grout
joints, @ $1.20 . - 476 40
6,915 square yards bituminous
concrete binder and
asphalt wear ng sur-
face furnished and
laid, etc., ® $2.09 . 14,452 35
214 square yards brick side-
walks laid @ 60c. . 128 40
2,273 square yards existing
brick sidewalks relaid
@50c
1,136 50
8 covers reset @ $3 .
24 00
$17,335 75
Less amount paid in 1919,
14,249 10
3,086 65
Worcester square, Washington street to Harrison
avenue.
23 tons crushed stone fur-
nished, placed, etc..
@ $3.20 ....
$73 60
48 linear feet circular edge-
stone set @ 30c. .
14 40
1,598 linear feet existing edge-
stone reset @ 30c.
479 40
42 square yards existing
granite block paving
relaid, gravel joints,
@ 80c
33 60
150 square yards existing
granite block paving
relaid, gravel base,,
sand bed and grout
joints, @ $1.20
180 00
3,807 square yards bituminous
concrete binder and
asphalt wearing surface
furnished and laid on
macadam foundat i o n
@ $2.09 ....
7;956 63
Carried forward . . $8,737 63 $3,086 80
222 City Document No. 22.
Brought forward
$8,737 63
$3,086 80
1,162 square yards existing
brick sidewalks relaid
@50c
581 00
6 covers reset @ $3 .
18 00
3 courses of brickwork laid
@ 50c
1 50
$9,338 13
Less amount paid in 1919,
7,543 84
1,794 29
$4^1_^09
STREET IMPROVEMENTS.
* Centre street, from Forbes street to Boylston street. Length, 1,386 linear
feet. Area, 3,560 square yards. Edgestone set and reset, Topeka
pavement laid on macadam foimdation, brick sidewalks relaid.
(Unfinished.)
Engineering $621 80
Inspection 172 55
Advertising 3 65
Edgestone, 720 feet straight, 6 small corners, 1,392 00
Bricks 15 00
Amount paid to Central Construction Com-
pany, under contract:
10 cubic yards rock excava-
tion @ $6 . . . $60 00
40 1 tons crushed stone fur-
nished, placed, watered
and rolled @ $3 . . 121 50
689 linear feet straight edge-
stone set @ 32c. . . 220 48
33 linear feet circular edge-
stone set @/ 3oc. . . 11 55
1,131 linear feet existing edge-
stone reset @ 30c. . . 339 30
265 linear feet crushed stone
and concrete foundation
furnished and placed @
30c 79 50
52 square yards existing gran-
ite block paving relaid,
in driveways and edg-
ings, gravel bases, and
bed and grout joints, @
$2 104 00
7 square yards existing gran-
ite block paving relaid
in brows of car tracks,
gravel base, sand bed
and grout joints, @
$2.50 .... 17 50
3,560 square yards Topeka
w^earing surface fur-
nished and laid on ma-
cadam foundation @
$2.35 .... 8,366 00
Carried forward . . . $9,319 83 $2,205 00
* Done in connection with Green street.
Public Works Department. 223
Brought forward . . . $9,319 83 $2,205 00
775 square yards existing
brick sidewalks relaid @
70c 542 50
$9,862 33
Less 5 per cent retained . 493 12
9,369 21
•$11,574 21
La Grange street (north side), from Centre street to Landseer street.
Length, 1,005 hnear feet. Area, 8,950 square feet. (Work unfinished.)
Engineering $30 43
Inspection 157 23
Engineering expense 55
Advertising 6 30
Edgestone, 872 feet straight, 29 feet circular
and six comers 1,781 69
Amount paid to Joseph Todesca:
870 linear feet edgestone set @
27c $234 90
50 linear feet circular edge-
stone and corners set @
27c 13 50
25 Unear feet existing edge-
stone reset @ 27c. . 6 75
200 linear feet crushed stone
and concrete foundation
furnished and placed @
30c 60 00
50 square yards granite block
paving hauled and laid,
gravel joints, @ $1.35 . 67 50
150 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1 . 150 00
8,700 square feet artificial stone
foundation furnished
andplaced@10c . , 870 00
Less 15 per cent retained.
$1,402 65
210 40
1,192 25
$843 75
12 00
$3,168 45
Rand street, repairs.
Blocks
Teaming
Amount paid to John T. Shea, Jr.:
375 square j^ards granite block
paving relaid, with grout
joints, @ $2.25
Setting 4 bases @ $3 .
$15 00
5 00
Amount paid to B. E. Grant Company:
6 . 8 square yards block paving
repaired at $15 . . . 102 10
S977 85
* Of this amount $1,516.55 charged to appropriation for reconstructing and repair-
ing streets by contract.
224 City Document No. 22.
Providence street, from Columbus avemie to Church street. Length, 296
hnear feet. Area, 2,575 square yards. Edgestone reset and artificial
stone sidewalks constructed.
Engineering
$43 63
Inspection
41
37
Advertising
6
70
Edgestone
10
13
Blocks
75
20
Amount paid to Joseph A. Singarella, under con
tract :
292 linear feet existing edge-
stone reset @ 50c.
$146 00
2| cubic yards concrete base
furnished and laid @
$15
37 50
52 square yards existing gran-
ite block paving taken
up, cleaned, piled and
relaid, sand bed and
gi"out joints, @ $2.75 .
143 00
37 square yards existing wood
block paving taken up,
cleaned, piled and re-
laid, etc., (w, $2.75 .
101 75
1,460 square feet artificial stone
foundation furnished
and laid @, 5e.
73 00
2,575 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid, @ 29c.,
746 75
3 covers reset @ $3 .
9 00
1,257 00
$1,434 03
St. Albans road, from Francis street to Huntington avenue. Length, 681
linear feet. Area, 2,694 square feet. Repairing artificial stone
sidewalks.
Engineering $17 30
Inspection 30 68
Advertising 6 30
Amount paid to Joseph A. Singarella, under
contract:
2,626 square feet artificial stone
sidewalks, furnished and
laid, ^ 37c. . . . $971 62
68 square feet artficial stone
driveways, furnished
and laid, @ 37c. . . 25 16
996 78
$1,051 06
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, MA;KING OF.
Albany street, from Broadway to 75 feet south of Troy street. Length, 821
linear feet. Area, 5,340 square yards. Edgestone reset, granite
block paving laid on concrete base, grout joints. Widened.
(Unfinished.)
Public Works Department.
225
Engineering
Inspection
Engineering expense
Templets
Edgestone
Bricks
Blocks
Gravel
Teaming
Advertising
Amount paid to
contract:
2,500 cubic yards filling
nishe'd (a), $1.65
125 cubic yards extra excava-
tion @ $1.25 .
100 square yards existing con-
crete base excavated
and removed @ $1
30 linear feet circular edge-
stone set @ 48c. .
700 linear feet existing edge-
stone reset @ 49c.
325 cubic yards concrete base
furnished and laid @
$15.25 . . . .
1,400 square yards existing gran-
ite block paving relaid,
grout joints, @, $2.40 .
100 square yards existing gran-
ite block paving relaid,
grout joints on gravel
base, @ $2.49
Less 15 per cent retained,
James Doherty, under
fur-
$4,125 00
156 25
100 00
14 40
343 00
4,956 25
3,360 00
249 00
$13,303 90
1,995 59
$888 87
704 95
45 90
27 50
412 97
112 50
12 00
31 00
19 47
0 30
11,308 31
$13,569 77
Allenwood street, from Anawan avenue to Pelton street,
started.)
Engineering .
Engineering expense
Advertising .
$75 00
90
1 60
(Work not
$77 50
Arbutus street, from Blue Hill avenue to Irma street. Contract made
with Martino DelMatteo for construction, but payment not made on
contract.
Engineering $155 70
Inspection 69 02
Engineering expense 2 50
Advertising 8 80
Edgestone 1,259 feet straight and 2 small
comers 2,384 43
$2,620 45
226
City Document No. 22.
Archdale road, from Washington street to South street.
Engineering
Engineering expense
Advertising
(Work not started.)
$81 04
1 00
4 20
$86 24
Augustus avenue, from Metropolitan avenue to Ethel street. (Work done
in 1917.)
Final payment on contract with Martino
DeMatteo for work done in 1917 $35 72
Babcock street, from Commonwealth avenue to Boston & Albany Rail-
road. Length, 953 Unear feet. Area, 4,082 square yards. Edge-
stone set, Topeka pavement laid and artificial stone sidewalks con-
structed. (Unfinished.)
Engineering
Inspection
Engineering expense
Advertising .
Templets
Edgestone, 1,393 feet 6 inches straight, 12
large corners and 42 feet circular
Blocks, 2,400 recut granite
Labor, stonecutter
Teaming
Labor on roadway
Amount paid to Wilson & Tomhnson for
artificial stone sidewalks ....
Amount paid to Rowe Contracting Company,
under contract.
2,328 cubic yards earth excava-
tion @ $1.90
'1,389 linear feet straight edge-
stone set @ 40c. .
148 Unear feet circular edge-
stone and comers set
@ 45c
460 cubic yards concrete base
furnished and laid @
$12 ....
49 square yards granite
block paving hauled
and laid in brows and
dummy of car tracks,
sand bed, grout joints,
@ $2.25
1,423 20
555 60
66 60
5,520 00
10 square yards granite
block paving hauled
and laid in edgings,
sand bed and grout
joints, @ $2.75 .
4,082 square yards Topeka
wearing surface fur-
nished and laid @
$2.10 ....
13,000 square feet artificial stone
foundation furnished
and placed @ 2c.
Carried forward
110 25
27 50
8,572 20
260 00
$520 41
613
93
25
30
5
45
33
64
2,857 58
144 00
10
00
38 50
23
00
205 08
,535 35 $4,476 89
Public Works Department.
227
Brought forward
2 covers reset @ $3
Less 15 per cent retained,
$19,535 35
6 00
$19,541 35
2,931 20
$4,476 89
16,610 15
* Belgrade avenue extension and Beech street widening.
Engineering .
Inspection
Advertising .
Blocks .
Edgestone, 1,926 feet straight, 209 feet
lar, 6 small comers and 2 specials
Photographs
Teaming
Labor, handhng stock . . . .
Beech street, from West Roxbury parkway to
Belgrade avenue. Length, 158 linear feet.
Area, 700 square yards. Edgestone set and
reset, foundation placed for artificial stone
sidewalks and Topeka pavement laid. (Un-
finished.)
Amount paid to Rowe Contracting Company,
under contract:
200 cubic yards earth excava-
tion @ $1.90 . . . $380 00
260 linear feet straight edge-
stone set @ 30c. . . 78 00
15 hnear feet circular edge-
stone set @ 30c. . . 4 50
26 linear feet existing edge-
stone reset @ 30c. . 7 80
670 square yards concrete base
and Topeka wearing sur-
face furnished and laid
@ $4.20 .... 2,814 00
2,500 square feet artificial stone
foundation furnished
and placed @ 8c. .
Less 15 per cent retained.
200 00
5,484 30
522 65
"t Belgrade avenue, from Anawan avenue to
Centre street. Length, 1,303 linear feet.
Area, 6.575 square yards. Edgestone set
and reset, Topeka pavement laid on six (6)
inch concrete base and on macadam base,
granite block laid in track location and
artificial stone sidewalks constructed. (Un-
finished.)
Amoimt paid to Rowe Contracting Company,
imder contract:
1,000 cubic yards earth exca-
vation @ $1.90 . . $1,900 00
ing.
$653 35
644 78
15 00
1,428 00
4,461 99
24 00
12 00
19 20
$21,087 04
2,961 65
Carried forward
$1,900 00 $10,219 97
♦Done in connection with Belgrade avenue and Centre street,
t Done in connection with Beech street and Centre street.
228 City Document No. 22.
Brought forward . $1,900 00 $10,219 97
1,645 linear feet straight edge-
stone set @ 30c. . . 493 50
354 linear feet circular edge-
stone and corners set
@ 30c 106 20
20 linear feet existing edge-
stone res. t @/ 30c. . 6 00
140 square yards granite
block pavement, con-
crete l)ase, sand lied
and grout joints, fur-
nished and laid @
$8.50 . . 1,190 00
18 square yards existing
granite block pave-
ment relaid in drive-
ways and edgings, con-
crete base, sand bed,
grout joints, @ $4 . 72 00
3,650 square yards concrete
base and topeka wear-
ing surface furnished
and laid @ $4.20 . 15,330 00
18,700 square feet artificial stone
foundation furnished
and placed @ 8c. . 1,496 00
16,750 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face furnished and laid
@ 27c 4,522 50
245 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 30c 73 50
Extra work — Excavate
track area where di-
rected in Belgrade
avenue, between Bel-
grade street and Ana-
wan avenue.
200 cubic yards earth exca-
vation @ $2.50 . - . 500 00
Extra work — Reset
edgestone and relay
gutters where neces-
sary, lay brows to '
street car tracks and
lay topeka pavement
on macadam base from
100 feet east of Bel-
grade street across
Anawan avenue.
400 hnear feet existing edge-
stone reset (a, 30c. . 120 00
350 square yards existing
granite block paving re-
laid, gravel joints, @
$1.25 .... 437 50
Carried forward . $26,247 20 $10,219 97
Public Works Department. 229
Brought fonmrd . . . $26,247 20 $10,219 97
" 100 square yards existing
granite block paving
relaid, gravel base,
sand bed, and grout
joints, @, $2 . . 200 00
1,700 square yards bituminous
wearing surface fur-
nished and laid on
existing macadam
foundation @ $2.30 . 3,910 00
$30,357 20
Less 15 per cent retained, 4,553 58
Amount paid to West Roxbury Trap Rock
Company, under contract:
Removing trees, bushes,
etc $1,200 00
16,066 cubic yards filling fur-
nished and placed @,
98c 15,744 68
25,803 62
$16,944 68
Less amount paid in 1919 14,402 98
Amount paid to West Roxbury Trap Rock
Company, under contract:
Building Belgrade avenue bridge.
Contract price .... $43,500 00
Less amount paid in 1919 . 36,605 25
2,541 70
Building two walls and laying drain pipe at
bridge. Labor and materials . . . 206 68
6,894 75
*$45,666 72
Bellvista road, from AUston street to Brookline line. (Work done in 1919.)
Engineering expense $0 30
Boylston street (westerly side), from Tremont street to Charles street.
Length, 728 Hnear feet. Area, 1,115 square yards. Edgestone reset,
roadway widened and wood block pavement laid.
Engineering
$293 94
Engineering expense .
6 00
Inspection
94 23
Advertising
5 10
Edgestone
12 00
Expert services, analyzing blocks,
etc.
98 GO
Amount paid to James Doherty, undei
con-
tract :
28| square yards existing con-
crete base excavated and
removed @, 85c.
$24 23
35 square yards existing con-
crete base chipped and
removed @ $1 .
35 00
Carried forward
$59 23
$509 87
* $9,963.06 of this amount charged to special appropriation for Belgrade avenue exten-
sion and Beech street widening.
230 City Document No. 22.
Brought forward
$59 23 $509 87
79 linear feet circular edge-
k
stone set in gravel @ 65c.,
51 35
34 linear feet circular edge-
stone set in mortar @ 80c.,
27 20
118 linear feet e.xisting edge-
stone set in gravel @
47c. . . .
55 46
491 linear feet existing edge-
stone set in mortar @
65c
319 50
515 linear feet edgestone with
new bed cut and pointed
@ 75c
386 25
29 cubic yards concrete back-
ing for edgestone fur-
nished and placed @
$15.75 ....
456 75
136 cubic yards concrete base
furnished and laid @
. $12.50 ....
1,700 00
580 square yards wood block
furnished and laid, mortar
bed, sand joint filler, etc.,
(4 inches) @ $5.70 .
3,306 00
535 square yards wood block fur-
nished and laid, mortar
bed, sand joint filler, etc..
.
(3 inches) @ $5.70 .
3,049 50
382 square yards existing wood,
block pavement relaid
mortar bed, sand joint
filler, etc., @ $1.29 .
492 78
2 covers reset @ $3
6 00
-
$9,909 67
Less 15 per cent retained .
1,486 45
8,423 22
$8,933 09
Breck avenue, from Washington street to Langley road. (Work done in
in 1917.)
Final payment under contract with Martino DeMatteo, for
work done in 1917 $35 72
Bv4:kminster street, from Commonwealth avenue to Allston Street Play-
ground. Length, 500 hnear feet. Area, 1,524 square yards. Edge-
stone set, Topeka pavement laid and artificial stone sidewalks con-
structed. (Work done in 1919.)
Engineering $12 50
Engineering expense 30
Final payment on contract with Dominick ...
Vozzella Companv, under contract, for work
done in 1919 . ' 1,008 20
$1,021 00
Burlington avenue, from Brookhne avenue 500 feet northwesterlv. (Work
done in 1919.)
Engineering expense $0 45
Public Works Department.
231
Brenton street, from Glenway street to Greenwood street
started.)
Engineering
Engineering expense
Advertising
street.
(Work not
$07 00
90
1 60
$69 50
Broadway, at southeast corner of Washington street. Corner widened
and driveway built of granite, blocks on concrete base with grout
joints and edgestone set. Area, paved and repaved, 210 square yards.
Labor, roadway excavating
Labor, roadway paving
Labor, concrete base laid .
Labor, grouting
Labor, concrete wall excavating
Labor, edgestone excavating
Labor, edgestone setting .
Crushed stone, 37.875 tons
Granite blocks, recut, 3.750
Granite blocks, old, 1,875 .
Sand, 38 cubic yards ....
Cement, 120 bags ....
Granite flagging, 8 feet
Edgestone, circular, 52 feet 11^ inches
Edgestone, straight, 6 feet
Edgestone corners, 2 special, 13 feet 2| inches.
Teaming
$1,890 82
$303 68
202
33
119
12
58
23
59 00
185
12
23
00
83
33
225 00
56
25
87
40
122
85
3
20
140
87
11
34
32
00
178
10
Canterbury street, at the intersection of Walk Hill street. Edgestone set,
roadway excavated, asphalt macadam roadway to be built. (Work
unfinished.)
Engineering
Advertising
Labor, edgestone excavating
Labor, edgestone setting .
Labor, roadway excavating
Labor, roadway surfacing .
Labor, roadway filling
Labor, sidewalk surfacing .
Labor, on fence .
Sand
Gravel, 410 cubic yards
Edgestone, 336 feet circular
straight ....
Teaming ....
Crossing blocks .
and
16
feet
1 60
165 46
147 97
582 29
116 36
223 58
27 00
80 00
3 48
610 92
906 51
179 00
10 00
Cameron street, from Hancock street to 538 feet westerlj\ Length, 538
linear feet. Area, 1,550 square yards. Edgestone set, asphalt pave-
ment laid and artificial stone sidewalks constructed. (Work done in
1919.)
Cost of work done under contract with Mc-
Guire & McGurty, Inc., in 1919 .
Less amount paid in 1919 . . $4,086 88
Less amount retained . . 100 00
$4,977 20
4,186 88
$790 32
232
City Document No. 22.
Caspian way, from Savin Hill avenue 520 feet easterly.
Final payment under contract with Martino DeMatteo for work done in
1917 $35 71
Castlelon street, from South Huntington avenue to Jamaicaway.
not started.)
Engineering
Advertising
$41 60
2 67
(Work
.$44 27
Centre street, from South street to Spring street. Length, 6,331 linear
feet. Area, 42,188 square yards. Grading, edgestone set and reset,
Topeka pavement laid and artificial stone sidewalks constructed.
(Unfinished.)
Engineering ....
$1,730 25
Inspection
1,602 92
Engineering expense .
61 75
Advertising ....
9 56
Templets
10 00
Edgestone, 6,682 feet straight, 710
feet cir-
cular, 49 small and 2 large corne
rs and 3
special stnes
14,671 42
Lumber and nails
9 10
Expert services analysing materials
, etc
12 00
Teaming
300 69
Labor, plank walks
244 68
Labor, temporary crosswalk
206 01
Labor, handling stock
188 46
Amount paid to Antony Cefalo, under con-
tract:
Removing trees, bushes.
etc
$800 00
3,164 cubic yards earth and
rock excavation @
$2.75 ....
8,701 00
Extra work — Make
necessary excavation
to lower house serv-
ices of Water Serv-
ice where cut is being
made:
7f days, foreman, @ $8
61 00
7| days, timekeeper, @
$4.80 ....
36 60
7f days, blacksmith, @
$5.60 ....
42 70
75 days' labor @ $5.60
420 00
Plus 15 per cent on
$560.30
84 05
Extra work — Lay tem-
porary drain to spring
as directed:
18 hours' labor @ 70c.
12 60
Plus 15 per cent on
$12.60 ....
1 89
22 linear feet 6-inch drain
pipe laid @ 36c. .
7 92
Carried forward . . . $10,167 76
$19,046 84
* Done in connection with Beech street and Belgrade avenue.
Public Works Department. 233
$19,046 84
rought forward
$10,167
76
Extra work — Place
surplus material from
sewer excavation in
cellar holes as di-
rected :
55 cubic yards material
placed in cellar holes
@ 75c.
41
25
Extra Work — E x c a-
vato test pits at old
wall at railroad bridge:
4| hours, foreman, @ $1
4
50
22 hours' lalwr («i 70c.
15
40
Plus 15 per cent on $19.90
2
99
$10,231
8S
Amount paid in 191 9
6,409
00
Work completed August 16, 1920.
Amount paid to West Roxbury Trap Com-
pany, under contract :
Remeving trees, bushes,
etc $700 00
2,642 cubic yards earth exca-
vation @$1.35 . . 3,566 70
$4,266 70
Amount paid in 1919
3,626 69
Amount paid Rowe Contracting
Company,
under contract :
Removing tree, bushes.
etc
$12,020 00
5,500 cubic vards earth exca-
vation @, $1.90 .
10,450 00
300 tons crushed stone fur-
nished, placed, watered
and roiled @ $3 .
900 00
5,450 linear feet straight edge-
stone set @ 30c.
1,635 00
500 Unear feet circular edge-
^tone and corners set
@30c
150 00
1,900 linear feet existing edge-
stone reset @, 30c.
570 00
2,500 linear feet crushed stone
and concrete founda-
tion furnished and
placed @ 30c.
750 00
30 square yards existing
granite block paving
relaid, gravel joints,
@$1.25
37 50
25 square j'ards existing
granite block paving
relaid, gravel base.
sand bed, grout joints,
@$2 .
50 00
3,822 90
640 01
Carried forward $26,562 00 $23,509 75
234 City Document No. 22.
Brought forward . . . $26,562 00 $23,509 75
9,915 square yards concrete
base and Topeka
wearing surface fur-
nished and laid @
$4.20 .... 41,643 00
106 square yards bituminous
wearing surface fur-
nished and laid on
macadam foundation
@ $2.30 ... 243 80
61,200 square feet artificial stone
foundation furnished
and placed @ 8c. . 4,896 00
48,250 square feet artificial
stone sidewalks, con-
crete base and wear-
ing surface furnished
and laid @ 27c. . . 13,027 50
1,800 square feet artificial
stone driveways, con-
crete base and wear-
ing surface furnished
and laid @ 30c. . . 540 00
450 linear feet ground water
drain furnished and
laid @ $1 . . . 450 00
Constructing cap and
fence .... 850 00
Constructing wall and
fence .... 1,900 00
),112 80
Less 15 per cent re-
tained .... 13,516 92
* 76,595 88
1$100,105 63
Centre street, from Allandale street to South street. For details see under
streets charged to reconstructing and repairing streets by contract.
Engineering $416 41
Inspection 153 40
Engineering expense 23 60
Advertising 2 06
Edgestone, 384 feet straight and 6 feet circular, 741 69
Amount paid to Bermudez Company, under
contract J 8,053 37
I $9,390 53
Charles street, from Beacon street to Cambridge street. To be widened.
(Construction not started.)
Engineering . . , $282 38
Engineering expense 1 00
Advertising 1 70
Teaming 60 00
Edgestone 87 07
$432 15
* Done in connection with Beech street and Belgrade avenue.
t S2.5,000 of this amount charged to appropriation for reconstructing and repairing
streets by contract.
X All money retained under contract deducted from charge to reconstructing and
repairing streets by contract.
Public Works Department.
235
Chelsea street, from Foss street to Adams street. Street widened. (Work
unfinished. Continued from 1919.) 101 feet edgestone reset, 183
square yards block paving, relaid, 126 square yards artificial stone
sidewalks constructed.
Engineering
Engineering expense
Labor, edgestone excavation
Labor, edgestone setting ....
Labor, sidewalk excavating
Labor, roadwaj^ excavating
Labor, roadway paving ....
Labor, constructing artificial stone sidewalk
Teaming
Lumber
Edgestone
Blocks, recut granite, 3,925
Sand
Cement
Crushed stone
$144 89
80
137 95
77 56
45 11
112 34
112 34
95 22
262 00
2 88
50 .^7
235 50
103 20
*33 12
72 02
Cement bags returned
1,485 50
69 00
L,416 50
Chestnut Hill avenue, from Commonwealth avenue to Beacon Park side.
(Work not started.)
Engineering S60 00
$60 00
Clarendon street, from Stuart street to Columbus avenue.
and bridge constructed over railroad tracks.
Engineering
Inspection
Advertising .
Placing guy on post
Printing specifications
Blueprint paper .
Drawing paper
Amount paid to John McCourt Company,
under contract:
Building Clarendon street bridge :
8,480 linear feet piles furnished and driven @
90c.,
Other materials and work not called for by
Item 1, 45 per cent of contract price.
To be extended
5,394 15
238 97
32 40
8 83
141 88
29 04
6 33
$104,708
15 per cent retained
$7,632 00
47,118 60
$54,750 60
8,212 59
Amount paid to Coleman Brothers, under contract:
Removal of concrete and steel structure over New York ,
New Haven & Hartford Railroad on Clarendon street.
Contract price,
46,538 01
4,300 00
$54,689 61
* Cement furnished not paid for until 1921.
$353 07
102
26
3
30
11
13
2,631
22
20 00
236 City Document No. 22.
Cornell street, from Orange street to Colberg avenue. (Work done in 1917.)
Final payment under contract with Martino DcMattco for
work done in 1917 $35 72
Cummington street, from Commonwealth avenue to Boston & Albany
Railroad. Length; 268 linear feet. Area, 1,010 square yards.
(Work started, but no payments made under contract.)
Engineering $88 07
Advertising . 3 75
Edgestone, 155 feet stra'ght, 19 feet circular,
7 small corners . . .... 399 05
Templets 15 00
$505 87
Cushmon road, from Dustin street to Glenco? street. Length, 945 linear
feet. Area, 2,820 square yards. Subgraded, edgestone set, sheet
asphalt pavement laid on four (4) inch concrete base and artificial
stone sidewalks constructed. (Unfinished.)
Engineering
Inspection
Engineering expense
Advertising ... ....
Edgestone, 1,214 feet straight, 85 feet circular,
10 small corners
Templets ... ....
/\mount paid to John J. Lane, under contract:
120 cubic yards earth excava-
tion @ .$2.25 . . . $2,720 25
4 cubic yards rock excava-
tion'@) $12 ... 48 00
1,202 linear feet straight edge-
stone set @ 30c. . . 360 60
80 linear feet circular edge-
stone set % 35c. . . 28 00
7 square yards existing
granite "block paving re-
laid, concrete base, sand
bed and grout joints, @
$4.50 .... 31 50
1,996 square yards concrete base,
bituminous concrete bin-
der and asphalt wearing
surface furnished and
laid @ $4.17 . . . 8,323 32
7,646 square feet artificial stone
foundation furnished
and placed @y 8c. . . 611 68
7,003 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid, @ 28c. 1,960 84
252 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@35c. ...
8 covers reset @ $3
Less 15 per cent retained,
88 20
24 00
$14,196 39
2,129 46
12,066 93
$15,187 91
Public Works Department.
237
Dovmer avenue, from DeWolf street to Sawver avenue. (Work done in
1917.)
Final payment on contract with Martino DeMatteo for
work done in 1917 $35 71
East Fourth street, at northeast corner of K street. (Widened.) Circu-
lar edgestone set, wood block paving laid and granite block paving
relaid.
Engineering . . . .
Labor, edgestone excavating
Labor, edgestone setting .
Labor, brick sidewalk relaid
Labor, artificial stone sidewalk constructed
Labor, wood block paving
Labor, roadway excavating
Labor, roadway paving
Labor, concrete base
Teaming
Sand
Cement
Lumber
Bricks .
Crushed stone
Edgestone, circular
$22 67
35 61
37 75
21 50
12 50
15 00
29 06
20 64
44 80
118 50
23 71
1 95
3 72
6 00
31 40
135 66
$560 47
Eastoti street, from North Harvard street to Mansfield street. Length,
974 linear feet. Area, 2,924 square yards. Edgestone set, sheet
asphalt pavement laid and artificial stone sidewalks constructed.
Engineering $462 04
Inspection
Engineering expense
Advertising .
Templets
Edgestone, 1,644 feet straight, 18 small
corners and 29 feet circular ....
Teaming
Amount paid to John J. Lane, under contract:
1,673 cubic yards earth excava-
tion @ $2.25 . $3,764 25
3 cubic yards rock excava-
tion @ $12 . . . 36 00
1,549 linear feet straight edge-
stone set (Oi, 30c. . 464 70
89 linear feet circular edge-
stone set (ai 35c.
128 95
14 95
3 64
25 04
3,327 71
4 00
114 linear feet existing edge-
stone reset @ 40c.
65 square yards existing
granite block paving
relaid, gravel joints, (&
$1.25 ....
7 square yards existing
granite block paving
relaid, concrete base,
sand bed and grout
joints, fe $4.50 .
Carried forward
31 15
45 60
81 25
31 50
$4,454 45 $3,966 33
238 City Document No. 22.
Brought forward . . . $4,454 45 $3,966 33
2,687 square yards concrete
base, bituminous con-
crete binder and as-
phalt wearing surface
furnished and laid @
$4.17 .... 11,204 79
237 square yards bituminous
wearing surface fur-
nished and laid on
macadam foundation
@ $2.75 ... 651 75
11,432 square feet artificial stone
foundation furnished
and placed @ 8c. . . 914 56
10,390 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face furnished and laid
@ 28c. . . . 2,909 20
543 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 35c 190 05
9 covers reset @ $3 . . 27 00
1 Bradley head catch-basin
reset @ $5 . . . 5 00
1 1 courses of brickwork laid
@ 50c 5 50
$20,362 30
Less 15 per cent retained, 3,054 34
17,307 96
$21,274 29
Elder street, from Columbia road to Humphreys street. Length, 847
linear feet. Area, 2,484 square yards. Edgestone set, Topeka pave-
ment laid and artificial stone sidewalks constructed.
Engineering
Inspection
Engineering e.xpense
Advertising
Templets
Edgestone, 591 feet straight, 18 feet circular
and 6 small comers
Teaming
Amount paid to Central Construction Com-
pany, under contract:
600 cubic yards earth excava-
tion @ $1.80 . . . 1,080 00
590 linear feet straight edge-
stone set @, 30c. . . 177 00
130 Unear feet circular edge-
stone set @, 35c. . . 45 50
67 linear feet existing edge-
stone reset @ 35c. . 23 45
$290 21
239 28
4 80
3 60
20 04
1,058 98
4 00
Carried forward . . . $1,325 95 $1,620 91
Public Works Department. 239
Brought forward . . . $1,325 95 $1,620 91
4 square yards existing
granite block paving
relaid in edgings, con-
crete base, sand bed and
grout joints, @ $4 . 16 00
2,533 square yards concrete base
and Topeka wearing
surface furnished and
laid @ $3.70 . . . 9,372 10
4,557 square feet artificial stone
sidewalks, concrete base
and wearing surface
furnished and laid @
24c 1,093 68
470 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 30c 141 00
23 linear feet curb furnished
and laid @, $1.70 . . 39 10
$11,987 83
Less 15 per cent retained, 1,798 17
$237 43
104 27
1 65
15 04
2,727 56
4 00
12 00
10,189 66
$11,810 57
Falkland terrace, from Hobart street to Brooksdale road. Length, 662
linear feet. Area, 1,949 square yards. Graded, edgestone set,
Topeka pavement laid and artificial stone sidewalks constructed.
Engineering
Inspection
Engineering expense
Templets
Edgestone, 1,272 feet straight, 46 feet 7 inches
circular, 79 special stones ....
Teaming
Blocks
Amount paid to John J. Lane, under con-
tract :
Removing trees, bushes, etc., . $10 00
1,251 cubic yards earth excava-
tion @ $2.25 . . . 2,814 75
13 cubic yards rock excava-
tion® $10 ... 130 00
1,198 linear feet straight edge-
stone set @ 30c. . . 359 40
128 linear feet circular edge-
stone and corners set @
35c 44 80
667 linear feet crushed stone
and concrete foundation
furnished and placed @
40c 266 80
13? square yards granite block
paving hauled and laid,
concrete base, sand bed
and grout ioints @
$4.50 .... 60 75
Carried forward . . . $3,686 50 $3,101 95
240 City Document No. 22
Brought forward
$3,686 50
$3,101 95
1,949 sciiiare yards concrete
base and Topeka wear-
ing surface furnished
;ukI laid (a; $4.05 .
7,8S3 45
8,733 square feet artificial stone
foundation furnished
and iilaced @ 7c. .
Oil 31
8,208 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid, (o' 27c.,
2,216 16
625 square feet artificial stone
driveways, concrete
base and wearing sur
face furnished and laid
@ 35c
183 75
1 dry well constructed .
25 00
Extra work — Construct
six (6) extra driveways
not shown on plan:
16 hours, edgestone setter, @
$1.15 ....
18 40
48 hours, helper, @ 82c.
39 36
8 hours' labor @, 70c. .
5 60
Plus 15 per cent on $63.36,
9 50
9 hours, double team, @
$1.50 ....
13 50
$14,702 53
Less { day use of city
steam roller .
9 00
14,693 53
$17,795 48
Faneuil street, from Bigelow street to Dunboj street. (Work not started.)
Engineering $176 01
Engineering expense 6 60
$182 61
Fargo street, from B street to C street. Length, 533 linear feet. Area,
1,660 square yards. Subgrading, edgestone reset, roadw^ay repaved
with recut granite blocks on a six (6) inch concrete base, grout joints.
(Unfinished.) (Work started, but no paj'ment made on contract.)
Engineering $186 50
Inspection . .
Advertising .
Templets
Engineering expense
Blocks
Corners
$322 34
Farquhar street, from Selwyn street to Centre street. Length, 938 linear
feet. Area, 2,710 square yards. Edgestone set, Topeka pavement
laid and artificial stone sidewalks constructed.
Engineering $516 64
Inspection 253 12
Engineering expense 8 60
65 19
8 05
20 00
60
36 00
6 00
Carried forward $778 36
Public Works Department. 241
Brought forward $778 3G
Advertising 4 20
Templets 13 84
Edgestone, 1 ,684 feet straight, 25 feet circular,
18 small corners 3,339 33
Teaming 2 00
Amount paid to Martino DeMatteo, under
contract :
Removing trees, bushes, etc.; $95 00
1,000 cubic yards earth excava-
tion @, $1.60 . 1,600 00
1,664 linear feet straight edge-
stone set @ 27c: . . 449 28
83 linear feet circular edge-
stone set @ 30c. . . 24 90
2,620 square yards concrete
base and Topeka
wearing surface fur-
nished and laid @
$3.60 .... 9,432 00
100 square yards bituminous
wearing surface fur-
nished and laid on
macadam foundation
@ $2.10 ... 210 00
11,360 square feet artficial
stone foundation fur-
nished and placed @,
10c 1,136 00
10,500 square feet artificial
stone sidewalks, con-
crete base and wearing
surface furnished
and laid, @ 22c. . 2,310 00
530 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and
laid, (& 50c. . . 265 CO
Extra work — Haul
straight edgestone and
comers from South
End Yard, Albany
street.
• 1,722 linear feet straight edge-
stone hauled from
South End Yard, Al-
bany street, @ 15c. . 258 30
$15,780 48
Less 15 per cent retained, 2,367 07
13,413 41
$17,551 14
Faywood avenue, from Orient avenue to Tower street. (Work done in
1919.)
Engineering $26 50
Engineering expense 95
Cost of work done under contract with
James Doherty in 1919 $10,741 10
Amount paid in 1919 . 9,082 08
. 1,659 02
$1,686 47
242
City Document No. '22.
GlenviVe avenue, from Greylock road to Allston street. Length, 1,009
linear feet Area, 3,095 square yards. Edgestone set and reset,
sheet asphalt pavement laid and artificial stone sidewalks constructed.
Engineering .
Inspection . . • ■
Engineering expense .
Advertising . . . ■
Templets .... „ . ,
Edgestone, 1,715 feet straight, 75 feet circular
4 small comers .
Labor, handling stock
Teaming . . . •
Amount paid to John J.Lane, under contract:
1 228 cubic yards earth excava-
tion @ $2.25 .
7 cuIdIc v.'irds rock excava
tion"@ $12 .
1,277 Unear feet straight edge
stone set @ 30c. .
504 linear feet circular edge-
stone set @ 35c. .
69 Unear feet existing edge
stone reset @ 40c.
2 square yards existing gran-
ite block pavng relaid,
gravel joints, @ $1.25 .
10| square yards existing gran-
ite block paving relaid,
granite base, sand
bed, grout joints, @
$4.50 . . • •
2,820 square yards concrete base,
bituminous concrete
binder and asphalt
wearing surface fur-
nish d and laid® $4.17,
275 square yards bituminous
wearing surface fur-
nished and laid on
macadam foundation @
$2.75 . . ■ •
9,199 square feet artificial stone
foundation furnished
and placed @ 8c. .
8,875 square feet artificial stone
sdewalks, concrete base
and wearing surface
furnished and laid, @
28c
80 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid,
@ 35c
18 covers reset @ $3 .
9 courses of brickwork
laid @ 50c. .
2,763 00
84 00
383 10
176 40
27 50
2 50
47 25
11,759 40
756 25
735 92
2,485 00
28 00
54 00
4 50
15 per cent retained
$19,306 92
2,896 04
$533 62
204 42
18 90
1 94
18 60
3,462 95
50
4 00
16,410 88
$20,655 81
Public Woeks Department. 243
Granada avenue, from Metropolitan avenue to Ethel street. (Work done
in 1917.)
Final payment under contract with Martino DeMatteo for
work done in 1917 $35 72
* Greenview avenue, from Centre street to 415 feet southerly. (Work done
in 1919.)
Cost of work done in 1919 under contract with John Kelly
Company • . $3,185 69
Amount paid in 1919 2,707 83
$477 86
Grosuenor place, from Cliff street southwesterly;^ southerly and south-
westerly. Length, 28 1 linear feet. Area, 3S0 square yards. Edge-
stone set, granite block pavement laid, retaining wall and fence con-
structed and artificial stone sidewalks constructed.
Engineering
$253 29
Inspection
240
34
Engineering expense .
11
25
Advertising
6
50
Edgestone, 275 feet, 4 inches straight, 25 feet
circular and 4 special
601
39
Blocks, 15,810 old granite .
478
50
Amount paid to Joseph A. Singarella under
contract :
Removing trees, bushes, etc.
$10 00
200 cubic yards earth excavation
@ $3
600 00
5 cubic yards rock excavation
@ $10
50 00
275 Unear feet straight edge-
stone set @ 45c.
123 75
52 linear feet circular edge-
stone set @ 45c.
23 40
160 linear feet existing edgestone
reset @ 40c.
64 00
49 linear feet concrete backing
for edgestone furnished
and placed @ 60c. .
29 40
7 square yards existing granite
block paving relaid, gravel
joints, @ $1
7 00
380 square yards granite block
paving hauled and laid,
gravel base, sand bed and
grout joints, @ $3 .
1,140 00
3 square yards existing brick
sidewalks relaid @,$1
3 00
820 square feet artificial stone
foundation furnished and
placed @ 5c. .
41 00
820 square feet artificial stone
sidewalks, concrete base,
wearing surface furnished
and laid @ 30c.
246 00
4 covers reset @ $3
12 00
Building wall and fence
1,200 00
$3,549 5b
Less 15 per cent retained,
532 43
3,017 1
2
$4,608 39
244 City Document No. 22.
Halifax street, from South Huntington avenue to Pond View avenue.
(Work not started.)
Engineering 139 00
Advertising 6 54
$45 54
ht, 19 feet circular
$192 57
194 08
1 60
7 00
13 84
929 85
3 75
4 00
Hamlin street, from East Eighth street to Columbia road. Length, 266
linear feet. Area, 772 square yards. Edgestone set, topeka pave-
ment laid and artificial sto'ne sidewalks constructed.
Engineering .
Inspection
Engineering expense
Advertising .
Templets
Edgestone, 455 feet straigl
and 3 small corners
Bricks ....
Teaming
Amount paid to John T. Shea, Jr., under con-
tract:
Removing trees, bushes,
etc $10 00
213 cubic yards earth excava-
tion @ $2.50 ... 532 50
6 cubic yards extra earth ex-
cavation (a) $3 . . 18 00
448 linear feet straight edge-
stone set @ 40c. . . 179 20
29 linear feet circular edge-
stone set @ 45c. . . 13 05
65 linear feet existing edge-
stone reset @ 45c. . 29 25
65 square yards existing
granite block paving re-
laid, gravel joints, @ $1, 65 00
8 square yards existing
granite block paving re-
laid, gravel base, grout
joints @ $3.75 . . 30 00
772 square yards concrete base
and topeka wearing sur-
face fiu-nished and laid
@ 4.35. . . 3,358 20
51 square yards bituminous
wearing surface fur-
nished and laid on ma-
cadam foundation @
$2.75 . . . • . ■ 140 25
35 square yards existing brick
sidewalks relaid, @ $1 35 00
3,254 square feet artificial stone
foundation furnished
and placed @ 8c. . . 260 32
3,019 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid (^ 30c. 905 70
Carried forward . . . $5,576 47 $1,346 69
Public Works Department. 245
$1,346 69
Brought forward
$5,576 47
235 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 35c
82 25
5 covers reset @ $3 .
15 GO
Extra work — Haul side-
walk bricks and corners
for new drivewavs from
South Boston Paving
Yard.
20 hours' labor @ 70c. .
14 00
Plus 15 per cent on $14 .
2 10
5,689 82
$7,036 51
Hampstead road, from Arbonvay to 992 feet northwesterly. (Work done
in 1919.)
Cost of work done under contract with John
Kelly Company in 1919 . $14,554 82
Amount paid in 1919 12,371 60
?,183 22
Harvard street, from Fabyan street to beyond Brookview street. Length
652 Unear feet. Area, 2,452 square yards. Edgestone set, Topeka
pavement laid, brick sidewalks laid on west side and artificial stone
sidewalks constructed on west side. (Unfinished work from 1919.)
Engineering $147 05
Inspection 457 33
Engineering expense 3 50
. Templets 16 82
Bricks, 41,286 old, sidewalk .... 60389
Edgestone, 821 feet straight, 4 large and 4
small corners 1,323 38
Gravel . 4 10
Teaming 3 50
Amount paid to Rowe Contracting Company,
imder contract:
Removing trees, bushes,
etc $132 00
1,405 cubic yards earth excava-
tion @ $1.30 . . . 1,826 50
1,220 linear feet straight edge-
stone and corners
hauled and set @ 35c., 427 00
84 linear feet existing edgestone
reset @ 25c. ... 21 00
16 square yards existing granite
block paving relaid,
gravel joints, @ $1 . 16 00
17 square yards existing
granite block paving re-
laid, concrete base, sand
bed and grout joints, @
$1.50 .... 25 50
2,499 square yards concrete
base and Topeka wear-
ing surface furnished
and laid @ $2.75 . . 6,872 25
Carried forward . . . $9,320 25 $2,559 57
246 City Document No. 22.
Brought forward . . . $9,320 25 $2,.559 57
15 square yards bituminous
wearing surface fur-
nished and laid on mac-
adam foundation @
$1.85 .... 27 75
531 square yards brick side-
walks hauled and laid
@ 85c 451 35
3,902 square feet artificial stone
foundation furnished
and placed @ 2c. . . 78 04
3,720 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 22c 818 40
182 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@ 25c 45 50
14 covers reset @ $3 . . 42 00
25 courses of brickwork laid
@ 50c 12 50
Extra work — Remove 4
trees .... 400 00
Extra work — Grade
roadway between end
of work and Hansbor-
ough street:
144 hours' labor @ 70c. . 100 80
. Plus 15 per cent o n
$100.80 .... 15 12
Extra work Cut long
edgestone to lay around
curves:
4 days, stonecutter @ $8 .
Plus 15 per cent on $32
Extra work — Rebuild 2
sewer manholes at 420
Harvard street:
18 hours, subforeman, @ 80c,
9 hours, mason, @ $1
9 hours, tender, @ 70c.
54 hours' labor @ 65c.
Plus 15 per cent on $64.80,
Less 5 per cent retained,
Amount paid in 1919
32
00
4
80
14
40
9
00
6
30
35
10
9 72
$11,423 03
571
15
$10,851
88
1,267 35
9,584'53
^— $12,144 10
Havelock street, from Blue Hill avenue to Morton street. Length,' 662
Unear feet. Area, 1,958 square yards. Edgestone set, Topeka pave-
ment laid and artificial stone sidewalks constructed.
Engineering $228 60
Inspection 79 26
Carried forward $307^86
Public Works Department. 247
Brought forward $307 86
Engineering expense 8 50
Advertising 2 67
Edgestone, 1,125 feet straight . 1,912 51
Amount paid to Rowe Contracting Company,
under contract:
897 cubic yards earth excava-
tion @ $1.90 . . $1,704 30
3.7 cubic yards rock excavation
@ $6 . . . . 22 20
1,221 linear feet straight edge-
stone and corners set @
28c .... 341 88
46 linear feet existing ,edge-
stone reset @ 30c. . 13 80
11 square yards existin.g
granite block paving re-
laid, gravel joints, @$1 11 00
1,958 square yards concrete base
and Topeka w e a r i ng
surface furnished and
laid @ $3.60 . . . 7,048 80
136 square yards bituminous
wearing surface f u r -
nished and laid on mac-
adam foundation @
$2.20 .... 299 20
8,269 square feet artificial stone
foundation furnished
and placed @ 6c. . . 496 14
8,145 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 25c., 2,036 25
124 square feet artificial stone
driveways c o n c r e te
base and wearing sur-
face furnished and laid
@27c
11 covers reset @ $3 .
18 courses of brickwork laid
@ 50c
33 48
33 00
9 00
12,049 05
$14,280 59
Hill Top street, from Granite avenue to Hallet street. (Work done in
1917.)
Final payment made on contract with Martino DeMatteo
for work done in 1917 $35 71
Holton street, from Everett street to Antwerp street. (Work done in 1919.)
Engineering expense $0 20
Hyde Park avenue, from Metropolitan avenue to River street. Length,
5,454 linear feet. Area, 30,548 square yards. Edgestone set and
reset, recut granite blocks laid on six-inch concrete base in car tracks,
grout joints, Topeka pavement laid on six-inch concrete base. Un-
finished.)
248
City Document No. 22.
Engineering
Inspection
Engineering expense
Templets
Edgestone, 5,853 feet straight, 771 feet circular.
93 small corners, 4 large corners and 4
special stone
Blocks, 131,770 reciit granite
Removing tree limbs .
Labor, lowering manholes .
Teaming ....
Amount paid to John McCourt Company,
under contract.
3,474 square j^ards existing granite
block paving recut and re- «
laid (in car tracks) con-
crete base, sand bed and
grout joints, @ $4.48
2,317 square yards granite block
recut (at Massachusetts
avenue lot), hauled and
laid in car tracks, concrete
base, sand bed and grout
joints, @ $4.73 .
$2,044
41
2,598 73
190
25
37
80
10,336
17
7,906 00
26 70
351
02
24
95
$15,563 52
10,959 41
Less 15 per cent retained,
B26,522 93
3,978 44
-22,544 49
Amount paid to Martino De Matteo, under
contract.
Removing trees, bush-
es etc. . . . $2,500 00
8,500 cubic yards earth excava-
tion @ $1,25 . . 10,625 00
298 hnear feet corners hauled
and set @ 35c. . . 104 30
350 linear feet circular edge-
stone set @ 25c. . 212 50
3,253 linear feet existing edge- ^
stone reset @ 25c. . 813 25
600 square yards granite
block paving recut,
hauled and laid, con-
crete base, sand bed
and grout joints @
$3.75 . . . 2,250 00
25 square yards existing
granite block paving
relaid in driveways
and edgings, concrete
base, sand bed, grout
joints, @ $2.75 . . 68 75
6,500 square yards concrete
base and Topeka wear-
ing surface furnished
and laid @ $2.95 . 19,175 00
11,850 square j^ards concrete
base and Topeka wear-
ing surface furnished
and laid (unfinished @
$1.25 ....
14,812 50
Carried forward
$50,561 30 $46,060 52
Public Works Department. 249
Brought fonrard . . . $50,561 30 $46,000 52
92,084 square feet artificial stone
foundation furtiished
and placed @ 2c. . 1,841 68
84,322 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face furnished and laid
@ 20c 16,864 40 •
7,762 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@, 30c 2,328 60
Extra work — Omit the
hauling of straight
edgestone from the
South End yard, Al-
bany street. A deduc-
tion of nine (9) cents
per linear foot is to be
made from the price
bid for hauling and
setting straight edge-
stone :
5,912 linear feet straight edge-
stone set but not
hauled @ 26c. . . 1,537 12
$73,133 10
Less 15 per cent retained, 10,969 97
$62,163 13
Less amoint paid in 1919, 2,008 12
60,155 01
*$106,215 53
Imrie road, from Cambridge street to AUston street. (Work not started.)
Engineering $41 00
Advertising 2 05
$43 05
Justin road, from Bigelow street to Atkins street. (Work not started.)
Engineering exi^ense $0 20
Kenton road, from Washington street 844 feet easterly. (Work done in
1919.)
Engineering $40 00
Cost of work done under con-
tract with Rowe Contracting
Company in 1919 . . . $9,296 63
Amount paid in 1919 .$7,902 14
Less 5 per cent retained, 464 83
8,366 97
929 66
$969 66
* $49,511.97 of this amount charged to the appropriation for Hyde Park avenue,
widening.
250
City Document No. 22.
Kilmarnock street, from Boylston street to Quecnsborry street,
not started.)
Engineering $77 00
Engineering expense 1 80
Advertising 2 06
(Work
$80 86
Langley road, from Breck avenue 571 feet easterly. (Work done in 1917.)
Final payment on contract with Martino De Matteo for work done in
1917 $35 72
Levant street, from Geneva avenue to Topliff street.
Cost of work done under con-
tract with McGuire and Mc-
Gourty, Inc., in 1919 . . $8,653 21
Amount paid in 1919 .$7,174 24
Less amount retained, 100 00
7,274 24
(Work done in 1919.)
$1,378 97
$1,378 97
McCraw street, from Belgrade avenue to West Roxbury Branch Railroad.
Length, 131 linear feet. Area, 380 square yards. Edgestone set,
Topeka pavement laid and artificial stone sidewalks constructed.
Engineering
$109 21
Inspection ....
61 36
Engineering expense
90
Advertising
4 20
Edgestone
28 00
Steam roller
4 50
Amount paid to Martino De Matteo
, imder
contract:
Removing trees, bushes,
etc. ....
$5 00
150 tons crushed stone fur-
nished, placed, watered
and rolled (w, $3.75
435 00
130 square yards earth exca-
vation @ $1.60 .
208 00
98 linear feet straight edge-
stone set @ 27c. .
26 46
33 linear feet circular edge-
stone set @ 30c.
9 90
21 linear feet existing edge-
stone reset @ 30c.
6 30
356 square yards bituminous
wearing surface fur-
nished and laid on
macadam foundation
@ $2.10 ....
747 60
1,128 square feet artificial stone
foundation furnished
and placed @ 10c.
112 80
878 square feet artificial
stone sidewalks, con-
crete base and wear-
ing surface furnished
and laid @ 22c. .
193 16
Carried forward
L,744 36
17
Public Works Department.
251
Brought forivard
250 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
@50c .
Less 15 per cent retained,
$1',744 36 $208 17
125 00
$1,869 22
280 39
1,588 83
$1,797 00
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. (Unfinished work
from 1919.)
Engineering $10 86
Amount paid to Martino DeMatteo, under
contract:
Removing trees, etc.
183 cubic yards earth e.xca-
vation (not including
excavation for arti-
ficial stone walls, steps,
etc.), @$1.35
256 linear feet straight edge-
stone and corners
hauled and set @ 30c.,
19 linear feet circular edge-
stone set @ 25c.
54 linear feet existing edge-
stone reset @. 25c.
421 square yards bituminous
macadam surface fur-
nished and placed @
$1.20 ....
2,137 square feet artificial
stone sidewalks, con-
crete base and wearing
surface, furnished and
laid, @ 22c.
192 square feet artificial
stone drivewaj^s, con-
crete base and wear-
ing surface, furnished
and laid, @ 35c .
2,329 square feet artificial stone
foundation furnished
and placed @ 5c.
4 covers reset @ $3 .
2 courses of brick work laid
@ 50c
Artificial stone walls,
steps and platforms
built ....
Extra work — Excavate
rock to subgrade uhere
directed:
13 cubic yards rock exca-
vation @ $8 .
Carried forward
$10 00
247 05
76 80
4 75
13 50
505 20
470 14
67 20
116 45
12 00
1 00
2,900 00
104 00
$4,528 09
$10 86
252 City Document No. 22.
Brought forward
Less amount paid in
1919 ....
1,367 15
$1,378 01
Melton road, from Wallingford road to Colonial road. (Work not started.)
Engineering $49 00
Advertising 1 60
$50 60
$4,528 09
$10 86
3,160 94
1,367 15
Mt Ida road, from 254 feet south of Marie street to Robinson street.
Length, 886 hnear feet. Area, 2,560 square yards. Edgestone set,
asphalt pavement laid and artificial stone sidewalks constructed.
(Unfinished work from 1919.)
Engineering $40 00
Engineering expense 1 35
Amount paid to McGuire and McGourty,
Inc., under contract:
2,220 cubic yards earth excava-
tion @ 78c. . . . $1,731 60
llA cubic vards rock excava-
tion'® $6 . . . 70 80
1,438 linear feet straight edge-
stone and corners hauled
and set ® 27c. . . 388 26
50 linear feet circular edge
stone set (a 25c. . . 12 50
43 linear feet existing edge-
stone reset (cv, 20c. . 8 60
2 square yards existing gran-
ite block paving relaid,
gravel joints, (a\ 75c. . 1 50
6 square yards existing gran-
ite block paving relaid,
concrete base, sand bed
and grout joints, @
$2.75 .... 16 50
2,629 square yards concrete
base, bituminous con-
crete binder and as-
phalt wearing surface,
furnished and laid, @,
$2.82 .... 7,413 78
9,287 square feet artificial stone
foundation furnished
and placed (^ 21c. . 232 18
9,195 square feet artificial stone
sidewalks, concrete base
and wearing surface f ur-
nished and laid, @ 20c., 1,839 00
92 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid,
@ 29c 26 68
10 covers reset @ $3.00 . 30 00
21 courses of brick work
laid @ 50c. ... 10 50
Carried forward . . $11,781 90 $41 35
Public Works Department. 253
Brought forward . . . $11,781 90 $41 35
Extra work — Furnish
and lay 1-inch asphalt
wearing surface 1^-inch
bituminous concrete
binder on existing ma-
cadam base in Mt. Ida
road, from 254 feet
south of Marie street to
Robinson street:
61 square yards bituminous
binder and asphalt wear-
ing surface furnished
and laid on macadam
base @ $2.25 . . 137 25
Extra work — Trim the
base of concrete wall
on Mt. Ida road,
around Ronan Park, to
conform with the
the grades of artificial
stone sidewalks:
58 hours' labor @, 57ic. . 33 35
Plus 15 per cent on $33.35 5 00
$11,957 50
Less amount paid in 1919, 9,741 54
$2,215 96
Less amount retained . 100 00
2,115 96
2,157 31
Norfolk street, widening from Corbet street to Blue Hill avenue. (Work
done in 1918 and 1919.)
Final payment for work done under contract with War-
ren Brothers Company, in 1919 . $266 14
Materials 39 44
$305 58
North Beacon street, from Cambridge street to Market street. (Work done
in 1918 and 1919.
Engineering expense $0 30
Oriole street, from Bellevue street to Emmons road. (Work not started."*
Engineering $68 00
Engineering expense 80
Advertising 5 47
$74 27
Patten street, from Hyde Park avenue to Bourne street.
Final payment on contract with Martino DeMatteo for
work done in 1917 $35 72
Perthshire road, from Bigelow street to Matchett street. (Work done in
1919.)
Engineering expense $0 20
254 City Document No. 22.
Pontiac street, from Hillside street to Tremont street. (Work done in 1917
and 1918.)
Engineering $13 37
Final payment on contract with J C Cole-
man & Sons Company, for work done in
1917 and 1918 756 15
$769 52
Province street, widening, from Province court northeasterly. (Work not
started.)
Advertising $1 60
Public Alley No. lU^, from East Brookline street to East Newton street.
Length, 372 Unear feet. Area, 553 square yards. Edgestone set,
granite block pavement laid, artificial stone sidewalks and concrete
retaining walls constructed.
Engineering $434 32
Inspection 255 44
Engineering expense 19 75
Advertising 5 20
Edgestone, 458 feet straight and 1 large corner 877 67
Blocks, 22,300 recut granite .... 1,338 00
Amount paid to John Landis, under contract:
379 cubic yards earth excava-
tion @ $2 . . . $758 00
450 linear feet straight edge-
stone set @ 35c. . . 157 50
6 linear feet circular edge-
stone set @ 35c. . . 2 10
135 linear feet existing edge-
stone reset @ 35c. . 47 25
553 square yards granite block
paving hauled and laid,
concrete base, sand bed
and grout joints, @
$4.50 . . . . 2,488 50
17 square yards existing brick
sidewalks relaid @ 75c 12 75
1,602 square feet artificial stone
driveways furnished and
placed @ 7c. . . . 112 14
1,806 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face furnished and laid,
@ 30c 541 80
9 cubic yards concrete wall
furnished and placed @i
180 00
20 cubic yards concrete wall
furnished and placed @
$14 280 00
Extra work — Raise and
set to grade edgestone
buried below subgrade:
134 linear feet edgestone raised
and set @ $1 . . 134 00
Carried forward . . . $4,714 04 $2,930 38
Public Woeks Department. 255
Brought forward . . $4,714 04 $2,930 38
Less 15 per cent retained, 707 11
4,006 93
$6,937 31
Public Alley No. S18, from St. Stephen street about G90 feet westerly.
Length, (393 Unear feet. Area, 616 square yards. Edgestone set,
granite block pavement laid, artificial stone sidewalks and concrete
retaining walls constructed.
Engineering $463 24
Inspection 374 73
Engineering expense 15 95
Advertising 3 50
Edgestone, 1,283 feet straight, 2 small corners 2,451 45
Blocks, 26,000 recut granite .... 1,560 00
Labor, handling stock 153 96
Amount paid to John Landis, under contract:
Removing trees, bushes,
etc $5 00
834 cubic yards earth excava-
tion @ $2 . . . 1,668 (30
1,359 linear feet straight edge-
stone set @ 35c. . . 475 65
20 linear feet circular edge-
stone set @, 35c. . . 7 00
16 linear feet existing edge-
stone reset @, 35c. . 5 60
378 linear feet concrete back-
ing for edgestone fur-
nished and placed @
55c 207 90
616 square yards granite block
paving hauled and laid,
concrete ba^e, sand bed
and grout joints, @
$4.50 . . 2,772 00
5 square yards existing brick
sidewalks relaid @, 75c. 3 75
3,059 square feet artificial stone
foundation furnished
and placed @ 7c. . . 214 13
3,338 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid, @ 30c. 1,001 40
12 cubic yards concrete wall
furnished and placed @,
30 cubic yards concrete wall
furnished and placed @
240 00
420 00
Extra work — Excavate
buried edgestone, make
closures and cut sewer
sheathing:
19 hours, edgestone setter, @
$1.10 ....
20 90
45 hours' labor @, 65c. .
29 25
8 hours, stonecutter, (fl $1.10
8 80
Plus 15 per cent on $58.95
8 84
Carried forward . . . $7,088 22 $5,022 83
256 City Document No. 22.
Brought forward . . . $7,088 22 $5,022 83
3 hours, double team, (a, $1 3 00
Extra work — RehaTidle
and place in position
edgestone left on line of
work:
1,336 linear feet edgestone re-
handled and placed @
1.5c 200 40
$7,291 62
Less 15 per cent retained,
1,093 74
fi 107 9<?
0, lt7# ocy
mount paid to John McCourt
Company,
under contract :
Removing trees, bushes,
etc
$1 25
166 cubic yards earth excava-
tion @ $1.70 .
282 20
361 linear feet straight edge-
stone and corners hauled
and set (a 35c.
126 35
4 linear feet circular edge-
stone and special stone
set @ 35c.
1 40
373 linear feet concrete back-
ing for edgestone fur-
»
nished and placed @
35c
130 55
170 square yards granite block
paving hauled and laid,
concrete base, sand bed
and grout joints, @, $3,
510 00
1 cover reset @ $3
3 00
1 course of brickwork laid
(5 50c
50
Extra w'ork — Cut sewer
sheathing and puddle
trenches were directed:
18 hours' labor @ 55c. .
9 90
Plus 15 per cent on $9.90
1 49
$1,066 64
Less amount paid in 1919
895 90
170 7A
1 1 yj i ^
'9.^ 1 ^01 H"!
t]pXJ.,Ol7X ^*J
Public Alley No. 810, from Westland avenue to Batavia street. (Work
done in 1919.)
Cost of work done under contract with John
Mc Court Company in 1919 $1,341 78
Amount paid in 1919 1,065 59
$276 19
Engineering 3 55
Engineering expense 30
$280 04
Public Alley No. 820, from Huntington avenue to St. Botolph street.
(Work done in 1919.)
Public Works Department. 257
Engineering $3 56
Cost of work done under con-
tract with John McCourt
Company in 1919 . . . $1,759 50
Amount paid in 1910 . . . 1,489 13
270 37
$273 93
Public Alley No. 821, from Gainsborough street to Public Alley No. 820.
(Work done in 1919.)
Engineering $3 56
Cost of work tlone under con-
tract with John McCourt
Company in 1919 . . . $3,114 89
Amount paid in 1919 . 2,642 29
472 60
$476 16
Public alley, from Massachusetts avenue to Hemenway street. (Work
not started.)
Engineering $94 50
Engineering expense 2 60
Advertising 6 30
$103 40
Reservoir pond, at northeast comer of Beacon street. Street widened,
graded, and tar macadam roadway constructed. Length, 200 feet.
Area, 1,484 square yards. (Unfinished work from 1919.)
Engineering
Labor, edgestone excavating ....
Labor, edgestone setting
Labor, roadway excavating ....
Labor, macadam spreading ....
Labor, sidewalk excavating ....
Labor, sidewalk resurfacing with crushed stone,
Teaming
Steam roller picking .
Steam roller rolling
Tarbinder, 2,500 gallons
Crushed stone, 288 tons
Edgestone, circular, 125 feet 8 inches
$4,447 66
Rockdale street, from Savin Hill avenue to Springdale street. (Work not
started.)
Engineering $5 00
Rowell street, from Hancock street to Cushing avenue. (Work done in
1917.)
Final payment under contract with Martuio DeMatteo for
work done in 1917 $35 71
St. Rose street, from South street 416 feet westerly. (Work done in 1917.)
Final payment under contract with Martino DeMatteo for
work done in 1917 $35 71
$38 50
66
12
92
61
1,653
19
211
76
55
11
8
00
857
88
45
00
81
00
362
50
707
07
268
92
258
City Document No. 22.
South street, at Centre street. Length, 309 linear feet. Area, 1,164 square
yards. Edgestone reset, filling, sheet asphalt pavement laid and
artificial stone sidewlalks constructed. (Unfinished.)
Engineering
Engineering expense
Advertising
Labor, handling stock
Amount paid to The Bermudez Company,
under contract:
Removing trees, bushes,
etc $1,500 00
1,613 cubic yards gravel filling
furnished @ $2.50 . 4,032 50
245 tons crushed stone fur-
nished, placed, watered
and rolled (S), $4 . . 980 00
6 Unear feet straight edge-
stone set @ 45c. . . 2 70
616 linear feet existing edge-
stone reset @ 40c. . 246 40
25 square yards existing gran-
ite block gutters relaid,
gravel joints, @ $1.50 . 37 50
700 square yards bituminous
concrete binder and as-
phalt wearing surface
furnished and laid on
macadam foundation @
$2.29 .... 2,023 00
1,725 square feet artificial stone
foundation furnished
and placed @ 12c.
Less 15 per cent retained,
206 88
59,028 98
1,354 35
$320 71
14 95
9 31
31 88
7,674 63
$8,051 48
Stark street, from Cambridge street to Roland street.
Engineering
Engineering expense
Advertising
(Work not started.)
$46 00
80
1 60
$48 40
Stuart street, from Clarendon street to Trinity place. Length, 268 Unear
feet. Area, 1,371 square yards. Subgraded, edgestone set, bitulithic
pavement laid and artificial stone sidewalks constructed.
Engineering
$296 41
Inspection
406 93
Engineering expense ....
18 65
Advertising
7 30
Labor, handhng stock
16 19
Bricks
45 00
Blocks, 4,300 old granite
129 00
Edgestone, 4'^0 f.-et straight, 50 feet circular,
868 64
Amount paid to Warren Brothers Company^
under contract:
276 cubic yards earth exca-
vation @ $3 .' . . $828 00
Carried forward
$^28 00 $1,788 12
Public Works Department. 259
Brought fonvard . . . $828 00 $1,788 82
119.5 cubic yards gravel fill-
ing furnished @ $2.50 . 298 75
20 cubic yards granite, brick
and concrete walls
and foundation exca-
vated, removed, @ $5 . 100 00
880 linear feet straight edge-
stone set @ 45c. . . 171 00
51 linear feet circular edge-
stone set @ 45c. . . 22 95
280 linear feet existing edge-
stone reset @ 45c. . 126 00
11 square yards extra con-
crete base furnished and
placed in Trinity place
@$12 . . . . 132 00
330 square yards existing
granite block paving
relaid, gravel joints,
@ $1 . . . . 330 00
1,200 square yards concrete base
and bituUthic wearing
surface furnished and
laid @ $4.38 . . . 5,256 00
171 square yards bituminous
wearing surface fur-
nished and laid in
Trinity place @ $2.29, 391 59
109 square yards existing
brick sidewalks relaid
@ $1 . . . . 109 00
5,191 square feet artificial
stone foundation fur-
nished and placed @
12c 622 92
5,191 square feet artificial stone
sidewalks, concrete base
and wearing surface
furnished and laid
@ 29c 1,505 39
6 covers reset @ $3 . . 18 00
2 courses of brickwork laid
@50c 1 00
$9,912 60
Less 15 per cent retained, 1,486 89
8,425 71
$10,213 83
Stuart street, from Berkeley street to Columbus avenue. (Work not started.)
Engineering $52 83
Tebroc street, from Bowdoin street to Levant street. (Work done in 1919.)
Cost of work done under contract with
McGuire & McGourty, Inc., in 1919 . . $2,373 05
Amount paid in 1919 $2,030 71
Amount retained . 100 00
2,130 71
$242 34
260 City Document No. 22.
Thorndike street, from Commonwealth avenue to Brookline line. (Work
not started.)
Engineering $64 00
Engineering expense 80
Advertising 1 60
$66 40
Tovar street, from Bowdoin street to Cameron street. (Work done in 1919.)
Cost of work done under contract with
McGuire & McGourty, Inc., for work done
in 1919 ... • . . . . $1,834 60
Amount paid in 1919 . . $1,492 87
Amount retained . . 100 00
1,592 87
— — $241 73
Tremont street, (westerly side), from Park street to Boylston street.)
Length, 1,671 linear feet. Area, 1,958 square yards. Edgestone
' reset, roadway widened and wood block pavement laid.
Engineering $531 31
Inspection . 194 08
Engineering expense 8 40
Advertising 5 10
Expert services, analyzing blocks, etc. . . 98 59
Edgestone, 8,921 feet straight and 35 feet
circular 1,596 81
Blocks, recut granite . . . . 10 50
Labor, handling stock 20 00
Labor, Transit Department .... 76 02
Amount paid to James Doherty, under
contract :
54 square yards existing con-
crete base excavated
and removed @/ 85c. . $45 90
20 square yards existing con-
crete base chipped and
removed @ $1 . . 20 00
30 linear feet straight edge-
stone set in gravel @
61c 18 30
844 linear feet straight edge-
stone set in mortar @
80c 675 20
39 linear feet circular edge-
stone set in gravel @
65c. . . . . 25 35
36 linear feet circular edge-
stone set in mortar @
80c. ... . 28 80
100 linear feet existing edge-
stone set in gravel @,
47c. ... . 47 00
724 linear feet existing edge-
stone set in mortar @
65c 470 60
874 linear feet edgestone with
new bed cut and pointed
@ 75c 655 50
Carried forward . . $1,986 65 $2,540 81
Public Works Department.
261
Brought forward
100 cubic yards concrete back-
ing for edgestonc fur-
nished and placed @
$15.75 ....
181 cubic yards concrete base
furnished and laid @
$12.50 ....
7 square yards granite
block paving hauled
and laid, grout joints,
etc., @ $2.75
1,433 square yards wood block
pavement furnished and
laid, mortar bed, sand
joint filler, etc., @
$5.70 ....
525 square yards existing
wood block pavement
relaid, mortar bed, sand
joint filler, etc., @
$1.29 ....
3 covers reset @ $3 .
Less 15 per cent retained.
51,986 65 $2,540 81
1,575 00
2,262 50
19 25
8,168 10
677 25
9 00
$14,697 75
2,204 66
12,493 09
$15,033 90
Vista street, from Augustus avenue to Malvern road. (Work done in 1917.)
Final payment under contract for work done in 1917 by
Martino DeMatteo $35 71
Victory road, from Neponset avenue to Houghton street. (Unfinished
work from 1919.) Street widened. Length, 416 feet. Area, 1,640
square yards. Edgestone set and reset, 4-inch asphalt macadam
roadway constructed and gutter paved with grout joints.
Labor, edgestone excavating
$42 50
Labor, edgestone setting .
153 00
Labor, gutter excavating .
28 50
Labor, gutter paving .
67 00
Labor, roadway excavating
358 03
Labor, roadway construction
408 90
Labor, crosswalk excavating
40 00
Labor, crosswalk relaying .
23 50
Labor, cleaning .
12 00
Teaming ....
397 97
Steam roller, rolling .
161 50
Steam roller, picking .
50 50
Flagging ....
4 40
Gravel
19 00
Sand
30 38
Bermudez asphalt, 3,650 gallon
s
905 20
Crushed stone
982 85
Cement ....
3 68
Lumber ....
120 75
Edgestone, 101 feet straight, 53 feet circular, 201 15
Nails 7 89
flt'l ni9 70
^^,UXO t\J
262
City Document No. 22.
Wachusett street, from Walk Hill street to Eldridge road. (Work done in
1919.)
Engineering $12 50
Cost of work done under con-
tract with John Kelly Company
in 1919 $11,973 76
Amount paid in 1919 . . . 10,177 70
1,796 06
$1,808 56
Washington street (south side), from Tremont street to Nonantum street.
Roadway widened. Edgestone reset and asphalt macadam roadway
constructed. (Unfinished.)
Advertising
$1 60
Labor, edgestone excavating
21 00
Labor, edgestone resetting.
53 00
Labor, gutter excavating ....
7 00
Labor, gutter repaving ....
27 50
Labor, roadwav excavating
259 07
Labor, roadwav construction .
89 67
Labor, crosswalks
49 62
Labor, crushed stone sidewalks
107 72
Cement
4 88
Blocks
3 30
Sand
17 82
Edgestone, 105 feet 6 inches circular
280 63
Steam roller, rolling
54 00
Teaming
317 00
$1,293 81
Wellington Hill street, westerly from Blue Hill avenue. (Unfinished work
from 1919.) Roadway widened. Edgestone set. Bermudez asphalt
roadway constructed, 937 square
yarc
s, 6 inches deep.
Labor, roadway excavating
$50 48
Labor, roadwav constructing
204 09
Labor, crosswalk
24 00
Teaming ....
94 21
Steam roller, roUing .
24 00
Steam roller, picking .
8 00
Crushed stone, 239 tons
655 87
Bermudez asphalt, 2,600 .
>
624 00
$1,684 65
Wensley street, from Buckminster street to Bickford avenue. (Work done
in 1917.)
Final pavment vmder contract with Martino DeMatteo for
work done in 1917 $35 71
Whitten street, from Dorchester avenue easterly. (Work not started.)
Engineering $132 00
Engineering expense 1 80
Advertising 2 06
$135 86
Wilbur street, from Cushing avenue to Upham avenue. Length, 335 linear
feet. Area, 828 square yards. Edgestone set, Topeka pavement laid
and artificial stone sidewalks constructed.
$359 80
117 38
2
70
5
30
15
00
2
00
906
09
5
04
Public Works Department. 263
Engineering
Inspection
Engineering expense
Advertising
Templets
Teaming
Edgestone, 515 feet straight, 9 feet circular and
1 special
Lumber
Amount paid to Central Construction Com-
pany under contract:
550 cubic yards earth excava-
tion @ $1.80 . . . $990 00
514 linear feet straight edge-
stone set @ 30c. . . 154 20
21 linear feet circular edge-
stone set @ 35c. . . 7 35
117 linear feet existing edge-
stone reset @ 35c. . 40 95
828 square yards concrete base
and Topeka wearing sur-
face furnished and laid
@ $3.70 .... 3,063 60
32 square yards bituminous
wearing surface fur-
nished and laid on ma-
cadam foundation @
$2.30 .... 73 60
1,800 square feet artificial stone
foundation furnished
and placed @ 5c. . 90 00
$4,419 70
Less 15 per cent retained, 662 96
3,756 74
5,170 05
Wilcock street, from Blue Hill avenue to Morton street. Length, 779
linear feet. Area, 2,279 square yards. Edgestone set, Topeka pave-
ment laid and artificial stone sidewalks constructed.
Engineering $199 12
Inspection 209 67
Engineering expense 8 85
Advertising 2 67
Edgestone, 1,431 feet straight, 26 feet circular
and 2 small comers 2,498 57
Sand 8 50
Templets 13 12
Teaming 4 00
Amount paid to Rowe Contracting Company
under contract:
1,180 cubic yards earth excava-
tion @ $1.90 . . . $2,242 00
11 i cubic yards rock excava-
tion @ $6 . . . 67 50
1,444 linear feet straight edge-
stone and comers set @
28c 404 32
27 hnear feet circular edge-
stone set @ 35c. . . 9 45
Carried forward . . . $2,723 27 $3,944 50
264
City Document No. 22.
Brought forward
11 linear feet existing edge-
stone reset @ 30c.
19 square yards existing
granite block paving re-
laid, gravel joints, @ $1,
2,279 square yards concrete base
and Topeka wearing
surface furnished and
laid @ $3.60 .
137 square yards bituminous
wearing surface fur-
nished and laid on ma-
cadam foundation @
$2,20 ....
9,626 square feet artificial stone
foundation furnished
and placed @ 6c. .
9,379 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 25c.
247 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid
(a> 27c
9 covers reset @ $3 .
52,723 27 $3,944 50
3 30
19 00
8,204 40
301 40
577 56
2,344 75
66 69
27 00
14,267 37
$17,211 87
William Jackson avenue, from CheStnut Hill avenue to Academy Hill
road. Length, 500 linear feet. Area, 957 square yards. Sub-
graded, edgestone set, sheet asphalt pavement laid and artificial stone
sidewalks constructed.
Engineering
$230 31
Inspection
63 24
Engineering expense .
5 50
Advertising
1 94
Templets
20 04
Teaming
4 00
Edgestone, 904 feet straight, 3 special and 12
small corners ....
1,853 27
Amount paid to John J. Lane, under contract:
Removing trees, bushes,
etc
$50 00
500 cubic yards earth excava-
tion @ $2.25 .
1,125 00
51 J cubic vards rock excava-
t
tion"® $12 .
618 00
894 linear feet straight edge-
stone set @ 30c. .
268 20
78 hnear feet circular edge-
stone set @ 35c. .
27 30
1 linear foot existing edge-
stone reset @ 40c.
40
5 square yards granite block
paving relaid, concrete
base, sand bed, grout
joints, @ $4.50
22 50
Carried forward
>,111 40 $2,178 30
Public Works Department.
265
Brought forward
957 square yards concrete base,
bituminous concrete
binder and asphalt
wearing surface, fur-
nished and laid, @ $4. 17,
3,373 square feet artificial stone
foundation furnished
and placed @ 8c. .
3,120 square feet artificial stone
sidewalks, concrete b.ase
and wearing surface, fur-
nished and laid, @ 35c.,
10 covers reset @ $3 .
20 courses of brick work laid
@50c
Less 15 per cent retained.
},111 40 $2,178 30
3,990 69
269 84
88 55
30 00
10 00
$7,374 08
1,10G 11
6,267 97
3,446 27
Wollaston terrace, from Woodrow avenvie to Jones avenue. Length, 313
linear feet. Area, 595 square yards. Edgestone set, Topeka pave-
ment laid and artificial stone sidewalks constructed.
Engineering
$156 86
Inspection
99 71
Engineering expense .
6 00
Advertising
9 46
Templets
13 84
Edgestone, 523 feet straight, 19 feet circular.
2 small corners and 2 special .
969 22
Teaming
4 00
Amount paid to Rowe Contracting
Company,
under contract:
Removing trees, bushes.
etc
$3 00
320 cubic yards earth excava-
tion @ $1.90 .
608 00
649 linear feet straight edge-
stone and corners set @,
28c
153 72
31 linear feet circular edge-
stone set- @ 35c. .
10 85
72 linear feet existing edge-
stone reset @. 30c.
21 60
3 square yards existing
granite block paving
relaid, gravel joints, @
$1
3 00
595 square yards concrete base
and Topeka wearing
surface furnished and
laid @ $3.60 .
2,142 00
31 square yards bituminous
wearing surface fur-
nished and laid on ma-
cadam foundation @
$2.20 ....
68 20
Carried forward
$3,010 37 $1,259 09
266 City Document No. 22.
Brought forward . . '. $3,010 37 $1,259 09
2,187 square feet artificial stone
foundation furnished
and placed @ 6c. . . 131 22
2,115 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face furnished and laid
@ 25c. . . . ■ . 528 75
72 square feet artificial stone
drivewa3's, concrete
base and wearing sur-
face furnished and laid
@ 27c 19 44
7 covers reset @ $3 . . 21 00
25 courses of brickwork laid
@ 50c 12 50
3,725 28
$4,984 37
Wyoming street, from Waubeno street to Humboldt avenue. (Work done
in 1917.)
Final paj^ment and contract with Martino De Matteo for
work done in 1917 $35 71
York street, from Glenway street to Greenwood street. (Work done in
1919.)
Engineering $43 52
Inspection 25 52
Cost of work under contract
with Rowe Contracting Com-
pany done in 1919 . $5,555 93
Amount paid in 1919 . . 4,293 57
1,262 36
$1,331 40
Zamora street, from Perkins street to Castleton street. (Work not started.)
Engineering $22 00
Advertising ........ 2 67
$24 67
PUBLIC WORKS DEPARTMENT.
V
DFTJilL OP WORK DONE 1
DIVISION — PAVING SERVICE FORCE. AND CHARGED TO APPROPRIATION "MAINTENANCE."
^11
I
:]::"
o
^ h...
r^a
LHBlttiYa'r'rii.'iV
H
asj a. i
PUBLIC WORKS DEPARTMENT.
DETAIL OP WORK DONE BY HIGHWAY DIVISION. PAVING SERVICE FORCE, CHARGED TO APPROPRUTION "STREEr IMPROVEMENTS."
t
O.U ""Kj"! "-'■ tesf <■•"-
m
f
Public Works Department.
267
RECAPITULA.TION OF STREET WORK.
Maintenance.
Streets.
Limits.
Amounts.
Adams street.
At Cedar Grove Cemetery.
Adams street Pierce square to Cedar Grove Cemetery.
Ashmont street Carruth street to Adams street.
Beacon street j Cleveland circle to Newton line . .
Blue Hill avenue j Glenway street to Talbot avenue .
Blue Hill avenue I Grove Hall to Seaver street
Boylston street ' Arlington street to Exeter street.
Brackett street
Washington street to Faneuil street
Canterbury street
Ashland street to Morton street
Carter street
Cambridge street to Roland street
Chapman street
Main street 100 feet westerlv
Charles street
Revere street to Cambridge street
Chelsea street
Chickatawbut street. . .
Neponset avenue to Glide street
Columbia road
142 feet east of bridge to Old Colonv avenue
Columbia road
Mercer street to I street
Columbia road
Newman street to Preble street
Condor street. . . .
Corey street
Covington street
street to Tufts street; Tufts street, Vine street to Med-
ford street; Vine street, Tufts street to Moulton street.
East Eighth street to Columbia road
Cross street
Bartlett street to High street
Cushing avenue
Columbia road to Sawyer avenue
Dana avenue
Dexter street
Ellery street to Dorehester avenue . .
Dimock street
Washington street to Columbus avenue
E street
West Fourth to West Sixth street
E street
East Brookline street. .
Harrison avenue to Albanv street
East Second street. . . .
K street to O street
Ellery street
Everett street
Carried forward . . .
$300 00
824 10
4,080 09
679 09
3,301 21
3,510 89
828 17
129 76
6;084 29
1,410 42
1,192 00
532 52
134 15
3,379 73
2,217 91
897 34
13,232 27
928 83
1,458 49
4,644 31
90 30
404 32
11,912 50
24 00
22 40
2,908 96
143 79
66 27
2,587 77
963 43
34 00
1,672 80
$71,196 11
268
City Document No. 22.
Maintenance. — Continued.
Streets.
Limits.
Amounts.
Broxight forward . . .
Fainnount street
Flagg street
Franklin street
G street
G street
Goodale road
Gray street
Harvard street
Harvard street
Harvard street
Havre street
Hobart street
Hobart street
Hobson street
Hunnewell street
Hyde Park avenue ...
Island street
Kneeland street
Lagrange street
Leeds street
Main street
Massachusetts avenue
Mead street
Medford street
Mercer street
Montfern avenue
Moss Hill road
Neponset avenue
Newcomb street
Newton street
North Beacon street. .
Oak Square avenue . . .
Orchard street
Orchard Park street . .
Paris street
Pierce avenue
Carried forward . .
Milton avenue to Morton street
Washington street to Reed street
Lincoln street to North Harvard street. .
East Eighth street to Columbia road. . . .
East Broadway to Thomas park
Blue Hill avenue to end of street
Chelsea street to Water street
Glenway street to Esmond street
Morton street to Brookview street
Morton street to Blue Hill avenue
Sumner street to Meridian street
Brooks street to Hobson street ,
Hobson street to Falkland teriBce
Faneuil street to Hobart street
Champney street to Atkins street. .....
Milton street to Glenwood avenue
Gerard street to Hampden street
Harrison avenue to Albany street
Washington street to Newton line
Woodward street to Dorchester avenue .
Railroad bridge to Somerville line
Washington street to Harrison avenue .
Russell street to Main street
(See Corey street.)
Telegraph street to Dorchester street . .
Washington street to Faneuil street . . . .
Pond street to Woodland road
Minot street to Chickatawbut street . . .
Washington street to Harrison avenue .
Brooks street to Charlesview street . . . .
Market street to Parsons street
Washington street to Faneuil street. . . .
Eustis street to Orchard Park street . . .
Adams street to Ambrose street
Sumner street to Meridian street
Adams street to Plain street
$71,196 11
2,607 70
1,735 68
794 39
85 31
189 19
47 85
1.398 72
1,730 41
124 85
1,673 52
3.352 92
900 67
107 63
358 86
775 42
1,284 34
2,079 76
1,054 68
10,332 51
62 25
42 00
4,740 07
31 11
78 13
154 84
2.796 31
265 71
1.038 18
409 94
906 62
203 02
413 25
1.684 65
2.305 37
2,045 85
$119,007 72
Public Works Department.
Maintenance. — Concluded.
269
Streets.
Limits.
Amounts
$119,007
72
630
38
1,608 07
445
08
3,140
74
1,670
29
561
10
147
85
3,412
23
2,354
24
1,010
35
318
45
388
73
Brought forward . . .
Pond street
Pond street
Prescott street
Reading street
Reed street
St. Martin street
Sanford street
School street
South street
Southampton street . . .
Stacey street
Stratton street
Tufts street
Vine street
Washington street ....
West Canton street . . .
West Fifth street
Western avenue
Woodland road
Woodlawn street
Total
East Cottage street to Columbia road
Richwood street to Brookline line
Hampden street to Eustis street
Kemble street to Southampton street
Northampton street to Thorndike street
Medford street 160 feet southerly
Washington street to Morton street
Main street to Bartlett street
Centre street to railroad station
Midland Division to Boston Division Bridge.
Main street 100 feet easterly
Blue Hill avenue to Lyford street
(See Corey street.)
(See Corey street.)
Rutherford avenue to Harvard street
Shawmut avenue to Tremont street
C street to E street
Waverly street to North Harvard street
Moss Hill road to Pond street
Hyde Park avenue to Forest Hills Cemetery .
Less amount due reconstructing and repairing streets by contract
Total
Amount due from Granolithic Sidewalks $441 00
Amount due from Highways, Making of 14,890 76
Amount due from Street Improvements 39,593 07
1,667
72
2,306
87
257
60
8,436
53
1,093
28
1,282
82
$149,740 05
4,828
52
$144,911
53
Total .
54,924 83
$199,836 36
Charged to Special Appropriations.
Amounts.
* Belgrade avenue extension and Beech street widening
* Hyde Park avenue, widening
Total
* See, also. Highways, Making of
$9,963 06
49,511 97
$59,475 03
270
City Document No. 22.
Charged to Appropriation for Granolithic Sidewalks.
Streets.
Limits.
Amounts.
Front of Nos. 2, 4, 6, and 26
$189 65
Walter street to Fairview street
8,604 20
Ashmont street
North side, from 186 feet west of Neponset avenue to
Train street
3,186 58
726 86
Blakeville street
Bowdoin street to Olney street
58 22
East side, Fremont street 170 feet south
51 80
Bowdoin avenue
In front of Nos. 64 and 66
374 70
South side, Washington street to Shawmut avenue
Hobart street to Faneuil street
714 37
11,037 32
Congreve street
South street to Centre street
8.697 32
Euclid street
Washington street to Wentworth street
23 90
Faulkner street
At Boston Elevated Railway property
132 82
Gray street
Berkelev street to Clarendon street
30
Hastings street
Centre street to Montview street
12,950 04
Judson street
Fnom Brookford street to Julian street
5 00
3,507 72
Neponset avenue
West side, in front of Nos. 3 to 15, and 29 to 35
1,976 08
North side, in front of Nos. 7 and 9
207 44
Pearl street
Dorchester avenue to Pleasant street
421 41
East side from Victoria street 100 feet northerly
37 26
510 97
Rosseter street
From No. 20 to Bullard street
690 05
Victoria street
Wales street
North side, from Pleasant street 200 feet easterly
From Blue Hill avenue to Harvard street
67 85
570 66
Walk Hill street
East side, from Hyde Park avenue to Wenham street ....
777 72
Total
$55,520 24
ing Service $441 00
Less amount due to Str
jet Improvements . . . 1,395 08
1.836 08
Total
$53,684 16
Charged to Appropriation for Reconstructing and Repairing Streets
by Contract.
Streets.
Limits.
Amounts^
Adams street
King street to Minot street
$394 37
Green street to 140 feet north of Atherton street
4,662 76
Carried forward . .
$5,057 13
Public Works Department.
271
Cfiarged to Appropriation for Reconstructing and Repairing Streets
by Contract. — Continued.
Streets.
Limits.
Amounta.
Broxight forward .
Arlington street
Artificial stone side-
walk *
Asphalt and bitulithic
pavements repaired.*
Atlantic avenue
Beacon street
Beacon street
Bennington street. . . .
Berkeley street
Blackstone street
Border street
Bowdoin street
Boj'lston street
Cambridge street
Cambridge street
Centre street t
Centre street f
Centre street J
Centre street
Centre street
Chambers street
Charles street
Chestnut Hill avenue .
Columbia road
Columbus avenue . . . .
Commercial street. . . .
Commercial street. . . .
Conant street
Devonshire street. . . .
Dorchester avenue . . .
Dorchester avenue . . .
Dorchester avenue . . .
Dorchester avenue . . .
Dorchester street
Dudley street
Carried forward . .
Market street across Leicester street.
Repairs and rebates
South Market street to Commercial street
Massachusetts avenue to Raleigh street
Chestnut Hill avenue (Cleveland Circle)
From Central square to Day square
Columbus avenue to Providence street
Clinton street to Haymarket square
North Ferry to Central square
Mt. Ida road to Topliff street
Amory street to Centre street
North Russell street to Charles street
Brighton avenue to Henshaw street
Allandale street to South street
Forbes street to Boylston street
South street to Spring street
Columbus avenue to Hyde square
Eliot street, across Allandale street
Green street to Cambridge street
Fruit street to Allen street
See Beacon street.
Hancock street to Blue Hill avenue
Roxbury street to Heath street
Fleet street to Hanover street
Hanover street to Causeway street
Huntington avenue to Parker street
Water street to Franklin street
Park street to Peabody square
Andrew square to Savin Hill avenue
Summer street to Dorchester Avenue Bridge
Dorchester Avenue Bridge to West Second street.
West Broadway to West Eigth street
Alexander street to Stoughton street
$5,057 13
3,289 91
7,362 50
81,820 59
12 00
46,417 98
411 38
5,860 65
181 00
32,327 27
245 10
19 00
512 55
9 00
12 73
56,333 36
1,516 55
25,000 00
320 07
190 91
195 72
20,480 21
35 20
188 87
12 00
24 00
1,621 50
14,996 09
262 89
62 43
5 60
17,742 69
90 02
32,724 37
$355,341 27
* See, also, Schedule A. t See Street Improvements. % See Highways, Making; of.
272
City Document No. 22.
Charged to Appropriation for Reconstructing and Repairing Streets
by Contract. — Continued.
Streets.
Limits.
Amounte.
Brought forward .
Expertservices.
East Broadway
East First street
East Fourth street. . .
East and West Newton
streets.
Exeter street
Federal street
Franklin street
Friend street
Green street
Green street
Greenwich street. . .
Guild row
Humboldt avenue . .
Huntington avenue. .
John Eliot square. . .
Kilby street
LaGrange street
Main street
Market street
Mt. Vernon street. . .
Newbury street
Northampton street.
Parker street
Pleasant street
Pleasant street
Portland street
Ralston street
Richmond street. . . .
River street
Roxbury street
Rutherford avenue . .
Saratoga street
Shirley street
Smith street
Carried forward .
Dorchesterstreet to L street. . ,
H street, across Summer street.
K street, across P street
Boylston street to Commonwealth avenue
Milk street to Dewey square
60 feet west of Devonshire street to Broad street.
Union street to Causeway street
Washington street, across Call street
Call street to Centre street
Westminister street to Warwick street
Dudlej' street to Roxbury street
Walnut avenue to Seaver street
Jamaicaway
State street to Milk street
Washington street to Tremont street
City square across Alf ord street
Washington street, across Western avenue
Joy street to West Cedar street
Arlington street to Fairfield street
Washington street to Albany street
Conant street to Tremont street
East Cottage street to Stoughton street
Stoughton street to Savin Hill avenue
Hanover steet to Causeway street
Boston street, 85 feet easterly (north side)
Hanover strreet to Atlantic avenue
Bridge over Providence Railroad across Everett square .
Kent street to John Eliot square
Cambridge street to Chapman street
Chelsea street to Bennington street
Massachusetts avenue, 400 feet southerly
Huntington avenue to St. Alphonsus street
$355,341 27
892 75
12 00
17 30
14,716 38
30
30
7,858 57
12,085 61
10,703 38
4,151 44
197 41
15
8 80
950 85
1,523 93
349 15
12 00
87 80
58,139 31
1,447 57
14,913 98
28 90
326 29
1,294 15
20,759 13
20.324 28
141 90
3,932 08
163 09
515 44
34 45
97,934 87
39 12
30
1,167 71
$630,071 96
Public Works Department.
273
Charged to Appropriation for Reconstructing and Repairing Streets
by Contract. — Concluded.
Streets.
Limits.
Amounts.
Brought forward .
Smith street
Southampton street.
Summer street
Sussex street
Tremont street
Tremont street
Tremont street
Union Park street . . .
Warwick street
Washington street. . ,
Washington street . .
Washington street. .
Washington street. .
Westminster street. .
Weston street
Williams street. . . . ,
Windsor street
Phillips street to Parker street
Albany street to Massachusetts avenue
Fort Point channel to bridge over railroad
Hammond street to Warwick street
Dover street to Northampton street
Common street to Castle street
Hammond street to William Pynchon square
North side, from Washington street to Harrison avenue.
Hammond street to Ruggles street
Market street across Tremont street
Beach street across Kneeland street
Forest Hills to Archdale road
Archdale road to 75 feet south of Corinth street
Hammond street to Ruggles street
Warwick street to Tremont street
Washington street to Westminster street
Shawmut avenue to Cabot street
Worcester street and
Worcester sq
Harrison avenue to Columbus avenue.
Total.
Amount due from Paving Service $4,828 52
Amount due from Highways, Making of 7 25
Amount due from Street Improvements 11 35
Total.
$630,071 96
832 81
105 48
45
15
140,106 23
30
67 60
1,287 18
10 15
47,065 12
4,674 92
3 00
108,675 49
15
8 15
15
15
4,881 09
$937,790 53
4,847 12
$942,637 65
Charged to Appropriation for Street Improvements.
Streets.
Limits.
Amounts.
Dudley street to Hampden street
$1,861 26
2 056 18
Algonquin street
Harvard street to Washington street
Bunker Hill street to Medford street
3,231 36
953 21
Albany street to Chadwick street
Hemenway street to Bickerstaff street
3 142 16
$11 244 17
274 City Document No. 22.
Charged to Appropriation for Street Improvements. — Continued.
Streets.
Limits.
Brought forward .
Austin street
B street
Babson street
Belmont street
Blue Hill avenue. . . .
Boynton street
Bradlee street
Brookford street . . . ,
Brooks street
Brooks street
Bunker Hill street. .
Bunker Hill street. .
Burnett street
Calumet street
Canterbury street . .
Cedar street
Centre street *
Chad wick street. ...
Chambers street . . . ,
Clifton street
Codman street
Cottage street
Dundee street
East Cottage street.
East C yttage street.
East Lenox street . . ,
East Third street . . .
Fellows street
Freeport street ,
Geneva avenue
Gerard street
Harvard street
Harvard square
High street
Humphreys street. . .
Hyde Park avenue . .
Carried forward .
Main street to Seminary place
West Broadway to West Seventh street
Norfolk street to Blue Hill avenue
Bunker Hill street to Medford street
In front of 1140 and 1158
South street to Call street
Washington street to School street
Blue Hill avenue to Howard avenue
Lexington street to Chelsea street
Hobart street to Charles River Reservation
Jackson street to Edgeworth street (west side) . . .
Bates street to Chelsea street
Washington street to Washington street
Tremont street to St. Alphonsus street
Blue Hill avenue to Angell street
River street to Manchester street
Forbes street to Boylston street
Hampden street to Ambrose street
Green street to Cambridge street
Dudley street to Shirley street
Wessex street to Milwood street
Marginal street to Porter street
Massachusetts avenue to Dalton street
Columbia road to railroad bridge
Dorchester avenue to Pleasant street
Washington street to Fellows street
H street to L street '
Hunneman street to Northampton street
Dorchester avenue to Greenwood street
Bowdoin street to Dorchester avenue
Norfolk street to George street
Deering road to 600 feet beyond Walk Hill street.
Harvard street to Harvard street
Pleasant street to School street
Dudley street to East Cottage street
Ashland street to Metropolitan avenue
' See Granolithic sidewalks.
Public Works Department. 275
Charged to Appropriation for Street Improvements.— Continued.
Streets.
Limits.
Brought forward . . .
Hyde Park avenue. . . .
Ivanhoe street
JeiTries street
Jerome street
Kneeland street
La Grange street
Lamartine street
Macadam road repairs,
Mall street
Mill street
Oakland street
Paved street repairs
Pleasant street
Princeton street. . . .
Providence street . . ,
Putnam street
River street
River street
Rosseter street
St. Albans road ....
St. Germain street. .
Sawyer avenue
Sever street
Stoughton street ....
Stuart street
Taber street
Tetlow street
Trenton street
Union street
Vermont street
Walnut avenue
Walnut street
Warren street
Washington street. . .
Water street
West First street
Carried forward .
River street to Glenwood avenue
West Dedham street to West Canton street.
Marginal street to Maverick street
Hancock street to Everett street
Atlantic avenue to Lincoln street
Centre street to Landseer street
Wyman street to Boylston street
Eustis street to Albany street
Rutherford avenue to Essex street.
Hobart street to Bennett street . . .
Warren street to Monument square. . . .
Lexington street to Tufts street
Columbus avenue to Church street. . . .
Lexington street to Chelsea street
Glenwood avenue to Mill Pond
Glenwood avenue to railroad bridge. . .
Bullard street to beyond Olney street . .
Francis street to Huntington avenue. . .
Massachusetts avenue to Dalton street.
Pleasant street beyond Gushing avenue.
Haverhill street to Cambridge street . . . .
Columbia road to Pleasant street
Dartmouth street to Trinity place
Warren street to Winslow street
Worthington street to Back Bay Fens. . .
Meridian street to East Eagle street. . . .
Main street to Rutherford avenue
Corey street to Baker street
Humboldt avenue to Seaver street
Medford street to Bunker Hill street. . . .
Townsend street to Blue Hill avenue. . .
Atherton street to School street
Devonshire street to Congress street ....
Dorchester avenue to A street
Amounts.
8181,611 62
728 10
565 11
2,948 38
2,224 66
1,399 42
3,168 45
15,696 92
42,334 23
815 64
2,118 04
454 31
977 85
1,380 75
131 25
1,434 03
2,411 02
6,458 08
1,546 52
7,088 77
1,051 06
1,999 51
693 61
1,652 82
13,718 19
1,397 48
658 06
834 51
10,996 84
1,738 44
3,748 70
26,983 41
1,559 84
7,421 46
1,053 01
1,307 54
6.978 12
$359,285 75
276 City Document No. 22.
Charged to Appropriation for Street Improvements. — Concluded.
Streets.
Limits.
Amounts.
Brought forward .
West Sixth street. . . .
Winslow street
Yeoman street
Total
E street to F street
Dudley street to Eustis street. . . .
Albany street to Hampden street.
Amount due from Highways, ]\Iaking of .
Amount due from granolithic sidewalks. .
$114 27
1,395 08
Total
Less amount due Reconstruction and Repairing Streets by Contract. . $11 35
Less amount due Paving Service 39,593 07
Total.
$359,285 75
2,193 76
2,229 99
1,611 56
$365,321 06
1,509 35
$366,830 41
39,604 42
$327,225 99
Charged
o Appropriation for Highways, Making of.
Steeets.
Limits.
Amounts.
$13,569 77
77 50
2,620 45
86 24
Augustus avenue
Babcock street
Belgrade avenue * . . . .
35 72
Commonwealth avenue to Boston & Albany Railroad
21,087 04
35,703 66
30
Boylston street
Westerly side, from Tremont street to Charles street
8,933 09
35 72
69 50
1,890 82
Buckminster street ....
Burlington avenue
Commonwealth avenue to Allston Street Playground
1,021 00
45
790 32
Canterbury street
3,113 05
35 71
Castle ton street ...
44 27
$89,114 61
*See Special Appropriation Belgrade avenue extension and Beech street widening.
i
Public Works Department. 277
Charged to Appropriation for Highways, Making of. — Continued.
Streets.
Limits.
Amounts.
Brought forward . .
Centre street*
Centre street *
Charles street
Chelsea street
Chestnut Hill avenue .
Clarendon street
Cornell street
Cummington street. . .
Cushman road
Downer avenue
East FouKth street. . .
Easton street
Elder street .........
Falkland terrace
Faneuil street
Fargo street
Farquhar street ,
Faywood avenue ....
Glenville avenue . . . . ,
Granada avenue ....
Greenview avenue. . . .
Grosvenor place
Grove street
Halifax street
Hamlin street
Hampstead road. . . .
Harvard street
HavelooTc street
Hill Top street
Holton street
Hyde Park avenue t •
Imrie road
Justin road
Kenton road
Kilmarnock street. . .
Carried forward .
South street to Spring street
Allandale street to South street
Beacon street to Cambridge street
Foss street to Adams street
Commonwealth avenue to Beacon Park ride
Stuart street to Columbus avenue
Orange street to Colberg avenue
Commonwealth avenue to Boston & Albany Railroad.
Glencoe street to Dustin street
DeWolf street to Sawj-er avenue
At northeast corner of K street
North Harvard street to Mansfield street
Columbia road to Humphreys street
Hobart street to Brooksdale road
Bigelow street to Dunboy street
B street to C street
Selwyn street to Centre stneet
Orient avenue to Tower street
Greylock road to Allston street
Metropolitan avenue to Ethel street
Centre street, 415 feet southerly
Cliff street southwesterly .'
Centre street to Washington street ,
South Huntington avenue to Pond View avenue ,
East Eighth street to Columbia road
Arborwaj', 992 feet northwesterly ,
Fabyan street to beyond Brookview street
Blue Hill avenue to Morton street
Granite avenue to Hallett street
Everett street to Antwerp street
Metropolitan avenue to River street
Cambridge street to Allston street
Bigelow street to Atkins street
Washington street, 844 feet easterly
Boylston street to Queensberry street
$89,114 61
75,105 63
9,390 53
432 15
1,416 50
60 00
54,689 61
35 72
505 87
15,187 91
35 71
560 47
21,274 29
11,810 57
17,795 48
182 61
322 34
17,551 14
1,686 47
20,655 81
35 72
477 86
4,608 39
44 70
45 54
7,036 51
2.183 22
12,144 10
14,280 59
35 71
20
56,703 56
43 05
20
969 66
80 86
S436,503 29
* See Reconstructing and Repairing Streets by Contract.
t See Special Appropriation for Hyde Part Avenue Widening.
278 City Document No. 22.
Charged to Appropriation for Highways, Making of. — Continued.
Streets.
Limits.
Amounts
Brought forward . . .
Langley road
Levant street
McCraw street
Mascot street
Melton road
Mt. Ida road
Norfolk street
North Beacon street. . .
Oriole street
Patten street
Pertshire road
Pontiac street
Province street
Public Alley No. 710 . .
Public Alley No. 818..
Public Alley No. 819..
Public Alley No. 820..
Public Alley No. 821 . .
Public Alley No. 909 . .
Reservoir road
Rockdale street
Rowell street
St. Rose street
South street
Stark street
Stuart street
Stuart street
Tebroc street
Thorndike street
Tovar street
Tremont street
Victory road
Vista street
Wachusett street
Washington street
Wensley street
Carried forward . . .
Breck avenue, 571 feet easterly
Geneva avenue to Topliff street
Belgrade avenue to West Roxbury Branch Railroad .
Ballou avenue to Norfolk street
Wallingford road to Colonial road
254 feet south of Marie street to Robinson street. . .
Corbet street to Blue Hill avenue
Cambridge street to Market street
Bellevue street to Emmons road
Hyde Park avenue to Bourne street
Bigelow street to Matchett street
Hillside street to Tremont street
Province court, northeasterly
East Brookline street to East Newton street
St. Stephen street, about 690 feet westerly
Westland avenue to Batavia street
Huntington avenue to St. Botolph street
Gainsborough street to Public Alley No. 820
Massachusetts avenue to Hemenway street
At northeast corner of Beacon street
Savin Hill avenue to Springdale street
Hancock street to Gushing avenue
South street, 416 feet westerly
At Centre street
Cambridge street to Roland street
Clarendon street to Trinity place
Berkeley street to Columbus avenue
Bowdoin street to Levant street
Commonwealth avenue to Brookline line
Bowdoin street to Cameron a,treet
Westerly side, from Park street to Boylston street. .
Neponset avenue to S tough ton street
Augustus avenue to Malvern road
Walk Hill street to Eldridge road
Tremont street to Nonantum street (south side) ....
Buckminster street to Bickford avenue
$436,503
35
1,378
1,797
1,378
50
2,157
305
74
35
769
1
6,937
11,391
280
273
476
103
4,447
5
35
35
8,051
48
10,213
52
242
66
241
15,033
4,018
35
1,808
1,293
35
$509,617
Public Works Department. 279
Charged to Appropriation for Highways, Making of. — Concluded.
Streets.
Limits.
Amounts.
Brought forward . .
Wellington Hill street,
Whitten street
Wilbur street
Wilcock street
William Jackson avenue
Wollaston terrace . . .
Wyoming street. ...
York street
Zamora street ,
Total
Blue Hill avenue westerly
Dorchester avenue easterly
Gushing avenue to Upham avenue
Blue Hill avenue to Morton street
Chestnut Hill avenue to Academy Hill road .
Woodrow avenue to Jones avenue
Wabeno street to Humboldt avenue
Glenway street to Greenwood street
Perkins street to Castleton street
Less amount due Paving Service $14,890 76
Less amount due Street Improvements 114 27
Less amount due Reconstructing and Repairing Streets by Contract, 7 25
$509,017 86
1,684 65
135 86
5,170 05
17,211 87
8,446 27
4,984 37
35 71
1,331 40
24 67
Total .
$548,642 71
15,012 28
$533,630 43
280
City Document No. 22.
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Public Works Department.
281
New Edgestones. (Does not include work done on streets laid out and
constructed under chapter 393 of the Acts of 1906.)
First Setting. Linear Feet
Year.
d
o
1
m
1
a
S
o
m
S
a
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1
O
a
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M
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1911
1912
1913
I9I4
1915
1916
1917
1918
1,718
6,045
2,199
4,773
947
221
1,779
465
1,017
557
959
265
1,996
298
2,498
151
244
229
70
336
2,098
1,806
1,221
1,970
4,939
1,987
1,159
162
1,144
37
11,627
7,890
2,907
1,.520
2,230
2,393
8,225
4,751
1.075
14,627
9,669
10,296
1,637
6,928
3,378
7,189
684
1,573
5,806
3,168
2,716
901
4,547
1,968
933
662
641
1,837
352
407
1,369
672
331
638
524
54
999
36,693
30,231
21,325
12,432
20,187
12,581
20,107
8,757
1919
1920
324
87
4,962
3,540
Totals..
18,093
8,450
635
16,523
42,618
55,981
23,179
5,336
170,815
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.
a
o
1
W
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3
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M
d
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H
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1911
520
2,249
490
762
287
125
17
364
623
465
379
465
175
20
95
1,351
210
460
208
103
150
1.469
716
647
382
501
366
599
95
322
314
86
585
49
40
3,127
1913
3,796
1913
,
80
1,871
1914
2,258
1915
150
1,403
1916
666
1917
105
790
1918
230
1919
491
19
2,164
1920
229
Totals. .
4.960
4,147
150
80
1.026
5,097
760
15.534
282
City Document No. 22.
Recapitulation, 1920.
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. .
87
244
336
37
1,827
989
19
210
Totals.
3,540
229
Loads of Dirt and Street Cleanings Removed from February 1, 1920,
to January 31, 1921.
Districts.
Single.*
Doublet
Auto
Trucks .J
Cubic
Yards.
South Boston
2,334
472
235
1,509
1,202
838
6,842
252
1,068
559
1,912
10
241
38
1,765
2,041
4|09
265
5
29'
■'326'
2,384
East Boston
954
Charlestown
485
Brighton
5,039
West Roxbury
5,284
Dorchester
Roxbury
1,656
7,372
South End
2,172
Ashmont
1,318
3,704
North End
559
Hyde Park
268
2,448
Totals
17,223
6,355
354
32,057
* Single load, 1 cubic yard. f Double load, 2 cubic yards.
t Auto truck load, 6 cubic yards.
\
Public Works Department.
283
The Number of Loads of Snow Removed from February 1, 1920, to
January 31, 192L
DiSTKICTS.
Single.*
Doublet
Auto
Trucks.!
Cubic
Yards.
Cost.§
South Boston. . .
8,043
783
2,530
218
1,232
1,136
4,820
2,350
1,098
3,583
303
16,086
1,914
10,337
2,197
11,710
5,122
11,932
4,817
11,139
7,166
3,153
$13,757 72
7,834 79
13,182 11
10,631 76
14,899 63
15,782 76
29,294 62
22,347 39
7,763 93
15,809 66
4,915 49
East Boston. . . .
Charlestown ....
Brighton
West Roxbury. .
Dorchester
Roxbury
South End
Ashmont
North End
116
31
587
3,082
950
764
39
2,981
""864'
Hyde Park
849
Totals
26,096
9,399
864
'85,573
$156,219 86
* Single load, 2 cubic yards. f Double load, 3 cubic yards.
t Auto truck loads, 6 cubic yards.
5 Includes cost of plowing gutters, cleaning sidewalks and picking ice not carted away.
Snow and Ice Removed by Contract from February I, 1920, to
January 31, 1921.
Snow Districts.
Number
of
Loads.*
Cubic
Yards.
Cost per
Cubic
Yard.
Total.
Miscellaneous f
$13,850 64
27,811 44
26,248 17
43,427 64
35,483 12
30,259 32
56,366 70
District No. I
District No. 2
6,974
4,144
10,437
12,643
6,962
10,632
14,843
7,879
3,599
0,254
5,950
355
4,172
1,583
6,030
1,286
1,487
146
64
60
48,792
35,470i
58,686
48,607
38,794
86,718
59,776J
42,543^
29,724i
27,230
29,033
3,905
21,471
14,751
23,580i
5,962
15,202i
930
443
4071
$0 57
74
74
73
78
65
60
65
65
65
60
65
65
65
75
65
65
65
65
65
District No. 3
District No. 4
District No. 5
District No. 6
District No. 7
35,865 90
District No. 8
27,653 28
19,320 93
17 699 50
District No. 9 ! . . . .
District No. 10
District No. 11
District No. 12
17,419 80
2,538 25
District No. 13
13,956 15
9,588 15
17,685 38
3,875 31
District No. 14
District No. 15
District No. 16
District No. 17
9,881 64
District No. 18
604 50
District No. 19
287 95
District Ko. 20
264 88
Totals
105,500
592,027i
$0 665
$410,088 65
* Loads vary from three (3) to ten (10) cubic yards.
t Includes engineering, $3,257.74, inspection, $9,603.44, and incidentals, $989.46.
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286
City Document No. 22.
Street Openings.
Under Classes 1 and 2 of the Schedule of Permit Fees,
permits were issued for openings in public ways as
follows :
To Whom Issued.
Permits.
Length in
Feet.
Sewer and Water Services
3,300
1,469
135
52
1,585
249
34
29
1,703
845
890
20,450
Boston Consolidated Gas Company
36,795
Boston Elevated Railway Company
79,570
5,015
38,765
11,0 6
1,570
1,750
335,443
Dedham and Hyde Park Gas and Electric Com-
pany.
Edison Electric Illuminating Company
New England Telephone and Telegraph Company,
Quincy Market Cold Storage and Warehouse Com-
pany.
Western Union Telegraph Company
Miscellaneous
Emergency permits
Emergency permits returned as used
Estimated length of above
22,250
Totals
10,291
552,644
Making a total length of openings approximately
104.7 miles.
-Permits for purposes other than openings have been
issued as follows:
Advertising by man wearing lettered hat or coat
Cleaning snow from roof .
Driving cattle through streets
Erecting and repairing awnings
Erecting and repairing buildings
Painting or minor repairs on buildings
Feeding horses on streets
Moving buildings ....
Placing signs flat on buildings
Projecting signs or lamps from buildings
Raising or lowering safes or heavy machinery
Emergency permits for above class
Special permits for periods and rates other than those
above
248
4,467
33
930
1,536
3,806
196
6
1,096
321
184
480
429
9,055
Public Works Department. 287
The schedule of fees for permits was revised and put
in effect April 1, as follows:
Class No. 1. Openings in streets or sidewalks, 50 cents each.
Limited to 100 linear feet on one permit.
2. Emergency permits, Class A (for the above
purpose), 50 cents each.
3. Advertising by man wearing hat and coat
lettered, $1 per month, $5 per year.
4. Cleaning snow from roofs (occupation of side-
walk and street). Annual permit, $1.
5. Driving cattle through the streets (annual
permit to driver), $5.
6. Erecting and repairing awnings (annual permit),
$1.
7. Moving buildings in streets, $5 per day; mini-
mum charge, $10.
8. Erecting, altering or repairing buildings (occu-
pation of street or sidewalk), 5 cents, 3 cents
or 2 cents per square foot per month accord-
ing to zone.
9. Painting or minor repairs, $1 each.
10. Feeding horses on streets (annual permit),
.$1 each.
11. Placing or removing signs flat on buildings, $1
each.
12. Projecting signs or lamps from buildings, $1
each.
13. Raising or lowering safes, machinery, etc., SI
each
14. Emergency permits. Class B, for above purpose,
$1 each.
15. Special permits for periods and rates other than
those in the preceding classes, when, in the
opinion of the Commissioner, such permits
are requisite.
288
City Document No. 22.
The • revenue from issuing permits amounted to
$29,008.98, divided as follows:
Class No. 1.
Openings
$3,982 GO
2.
Emergency openings
850 50
3.
Advertising
24 00
4.
Cleaning snow from roofs
44 00
5.
Driving cattle ....
15 00
6.
Erecting and repairing awnings
801 00
7.
Moving buildings .
65 00
8.
Erecting, altering and repairing
buildings ....
16,273 23
9.
Minor repairs on buildings
3,630 00
10.
Feeding horses
196 00
11.
Placing flat signs
976 00
12.
Projecting signs, etc.
321 00
13.
Raising and lowering safes, etc.
184 00
14.
Emergency permits. Class B .
480 00
15.
Special permits ....
al
1,167 25
Tot
$29,008 98
Twenty-five thousand two hundred and twenty-one
dollars and eighty-eight cents in cash were deposited
with the City Collector, Bills for the collection of the
balance, three thousand seven hundred and eighty-
seven dollars and ten cents were committed to the City
Collector.
Poles.
Permits were issued for placing 291 poles in new
locations, 957 for replacing in old locations and 61 for
removal of poles.
Bonds.
There are one thousand seven hundred and thirty-
five surety company bonds on file covering the City
against claims for damages, etc., through the use of
permits. They are in amounts of $20,000, $4,000,
$3,000 and SI, 000. In addition to these, there are two
hundred and one personal bonds for the same purpose.
Public Works Department.
289
Plans.
Four hundred and eighty-five plans were received as
follows :
Tracks.
Poles.
Mains.
Conduits.
Miscel-
laneous.
Edison Electric Illuminating Company
New England Telephone and Telegraph
Company.
Hyde Park Gas and Electric Company
98
33
2
206
27
Boston Police Department
7
5
7
2
34
Boston Elevated Railway Company. .
7
Western Union Telegraph Company. . .
Postal Telagraph Cable Company
Boston Fire Department
Boston Consolidated Gas Company. . .
7
3
Charlestown Gas Company
1
Miscellaneous
46
Totals
7
132
12
288
46
Total of all plans on file 15,219.
290
City Document No. 22.
Street Numbering.
Whole
streets
renum-
bered.
Streets
partly
renum-
bered.
Build-
ings
num-
bered.
Build-
ings
renum-
bered.
Figures
sup-
plied.
East Boston
11
11
63
27
131
49
106
20
63
23
6
4
19
1
8
35
Charlestown
28
1
211
South Boston
71
318
Roxbury
130
1
6
311
Hyde Park
65
186
Totals
2
6
481
61
1,356
Public Works Department.
291
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Public Works Department. 451
APPENDIX D.
REPORT OF THE DIVISION ENGINEER OF
THE SEWER AND SANITARY DIVISION.
Boston, February 1, 1921.
To the Commissioner of Public Works:
I submit herewith a statement of the activities,
operations and expenditures of the various services of
the Sewer and Sanitary Division for the year ending
January 31, 1921.
The maintenance expenditures of the Sewer and
Sanitary Division for the year were as follows:
Sewer Service S616,461 55
Sanitary Service 1,508,102 71
Street Cleaning and Oiling Service . . . 983,597 25
1,108,161 51
Sewer Service.
During the year 1920-21 there were built throughout
the city 8.06 miles of sanitary sewers and surface
drains.
In city proper the work consisted principally of
rebuilding old broken down sewers unfit for further use,
such as North "Anderson street, Bridge court, Oswego
street and Unity court.
In Roxbury, a start was made on the rebuilding of the
old wooden drain known as Muddy river conduit in
Brookline avenue. This old wooden conduit had been
reported upon many times as being structurally unsafe
and in fact collapsed for a length of about 100 feet,
thereby hastening the work of rebuilding.
In the West Roxbury district, a section of main
Stony brook channel was started and sewerage works
in anticipation of permanent pavements were built in
452 City Document No. 22.
Hinsdale road, Centre street, Castleton street, Zamora
street and Washington street.
In Brighton, the building of a sanitary sewer in private
land off Lake street to provide drainage for a large
territory in Newton, which formerly drained on the
surface of the ground, will abate a long standing nuisance.
In the Charlestown district, a sanitary sewer was built
in Chelsea street, between Foss and Wapping streets.
In East Boston, the extension of the Lubec street
outlet to tide water was completed.
In South Boston, Farragut road overflow was extended
to deep water.
In the Hyde Park section, sewerage works were built
in Bradlee street, Thatcher street, Huntington avenue
and in Kennebec street.
In Dorchester, sewers were built in Tenean street,
Wilcock street, Havelock street, Itasca street, Wilbur
street and Wollaston terrace.
There were 6,824 catch-basins cleaned throughout
the city and 27,010 cubic yards of material removed
from same.
On October 31, 1920, our No. 5 engine at Calf Pasture
station broke down and repairs are now being made
under contract with the Simpson's Patent Dry Dock
Company. New condensers and pumps have been
installed on No. 3 and No. 4 engines.
Principal Works Recommended for Coming Year.
West Roxhury. — Roslindale branch of Stony brook,
from Forest Hills Playground to Lindall street; Grove
street, from Washington street to Centre street; Wash-
ington street (Germantown outlet), between the Metro-
politan sewer in Dedham street and Rockland street;
Washington street, from Corinth street to Metropolitan
parkway near LaGrange street.
Brighton. — Cleveland circle, from Beacon street to
the Brookline line; Salt creek outlet, under Boston &
Albany Railroad tracks, near Ashford street; Western
avenue and" Everett street, between TeKord street and
Adams street.
City Proper. — Clinton street, between Commercial
street and Atlantic avenue; Mt. Vernon street, from
Charles street to Charles River Esplanade; Chatham
street, from Commercial street to Merchants row.
Public Works Department. 453
Dorchester. — ^^^litten street, easterly, from Dorchester
avenue about 1,000 feet; Dorchester brook, in Norfolk
avenue to Wendover street; Davenport brook extension,
about 500 feet easterly ; Auckland street, from Freeport
street brook to Savin Hill avenue, to remove flooding
on Dorchester avenue.
Calf Pasture Pumping Station. — The question of a new
boiler plant and new pumping units should be carefully
investigated during the coming year, as the present
equipment is fast becoming obsolete.
Sanitary Service.
Owing to the unprecedented fall of snow during the
first two months of the year, the collections of ashes,
rubbish and garbage throughout the city were almost
entirely suspended for that period, as all available
equipment was employed on the removal of snow to
allow the moving of food and coal. This situation
although unusual in Boston was taken care of as soon
as traffic conditions became normal. Ninety-seven new
horses were bought to replace old ones and those that
had died, and 112 teamsters-laborers were appointed
from the civil service list, thereby placing the Sanitary
Service in a position to give far better results as to the
number of collections in the day labor districts.
In the Dorchester, East Boston, Hyde Park, Brighton
and West Roxbury districts, known as the contract
districts, a decided improvement was noticed as to
collections in these districts, but I am still of the opinion
that this contract system should be replaced gradually
with day labor forces, as in the majority of cities through-
out the United States the collection of waste is performed
by the municipality.
Street Cleaning and Oiling Service.
The question of municipal cleanliness is fast becoming
an important factor in the minds of all good citizens
and with clean streets comes a certain civic pride and
improved health conditions that will amply repay the
people for any money expended in this direction.
The work performed by the forces of the Street
Cleaning Service during the unusual snow fall period
was of great importance in cleaning the streets for
business.
454 City Document No. 22.
The use of a heavy asphaltic road oil during the past
year as a dust layer has again proven its great value
in preserving the surface of our macadam streets. The
flushing and sprinkling of streets with motor and
electric car flushers has in a great measure reduced the
number of complaints relative to the dust nuisance from
our old granite streets.
Yours respectfully,
E. F. Murphy,
Division Engineer, Sewer and Sanitary Division.
Public Works Department. 455
SEWER SERVICE.
The work of the service is carried on under chapters 28
and 40, Revised Ordinances of 1914, and the following
statutes:
Chapter 426, 1897, as amended by 450, 1899, and 268, 1903.
Chapter 383, 1903, as amended by 464, 1907.
Chapter 550, 1907.
Chapter 204, 1908.
Chapter 514, 1908.
Chapter 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 with 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
refrence ro their probable interference with sewerage
works.
Total number of employees on pay roll January
31, 1920 359
Total number of employees on pay roll January
31, 1921 333
Total amount of weekly pay roll January 31,
1920 $9,341 09
Total amount of weekly pay roll January 31,
1921 . . . . ' $9,581 49
Total amount of monthly pay roll January 31,
1920 $641 66
Total amount of monthly pay roll January 31,
1921 $416 00
Total amount of monthly pension rolls January
31, 1920:
Veterans $510 88
Laborers $708 16
456
City Document No. 22.
Total amount of monthly pension rolls January
31, 1921:
Veterans
Laborers
Average weekly pay roll, including monthly roll
and exclusive of pension rolls, for fiscal year,
charged as follows :
Maintenance
Sewerage Works
Average number of men employed .
Number of men on pension rolls January 31,
Veterans
Laborers
Number of men on pension roll January 31,
Veterans
Laborers
Average number of horses maintained by the
service during the year .
Rate of wages paid to common laborers
(From April 2, 1920) ....
1920:
1921
$501 80
$571 13
),405 32
1,590 06
338
11
24
11
19
27
$3.50
$4.00
* Includes amount charged to:
Paving Service
Sanitary Service .
Water Service
Highways, Making of .
High Pressure Fire Service .
Hyde Park avenue. Widening
$2,905 98
2,880 25
1,045 77
13 97
83 83
351 02
Public Works Department.
457
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458
City Document No. 22.
MAINTENANCE EXPENDITURES FEBRUARY 1, 1920, TO
JANUARY 31, 1921.
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
$190,041 04
25,586 17
43,951 90
35,872 82
7,515 82
1,306 53
1,108 70
Stony Brook.
Maintenance
Miscellaneous Maintenance Charges.
Cleaning catch-basins .
Yards and lockers
Employed at yards , .
Horses, carts, harnesses, etc
Teaming
Less amount earned by service teams
Automobiles
Cleaning sewers
Office salaries
Office expense
Repairing department buildings
Repairing catch-basins, South Boston
Repairing catch-basins, East Boston .
Repairing catch-basins, Charlestown
Repairing catch-basins, Brighton
Repairing catch-basins. West Roxbury
Repairing catch-basins, Dorchester .
Repairing catch-basins, Hyde Park .
Repairing catch-basins, Roxbury
Repairing catch-basins. City Proper .
Repairing sewers, South Boston
Repairing sewers, East Boston
Repairing sewers, Charlestown
Repairing sewers, Brighton
Repairing sewers, West Roxbury
Repairing sewers, Dorchester
Repairing sewers, Hyde Park
Repairing sewers, Roxbury
Repairing sewers, City Proper
$19,127 37
17,627 95
$36,755 32
31,999 84
Pension roll (veterans)
Pension roll (laborers)
$572 83
1,803 92
3,191 45
1,279 06
1,595 38
1,782 72
4,948 67
967 97
2,109 68
5,429 59
1,065 93
886 95
586 55
897 00
4,844 50
2,599 56
564 11
1,371 08
2,968 28
$305,382 98
18,587 44
13,157 56
$337,127 98
4,001 67
92,365 17
727 55
21,486 17
4,755 48
10,690 24
30,738 49
17,061 08
2,783 42
39,465 23
6,203 80
6,940 65
Carried forward $574,346 93
Public Works Department. 459
Brought forward $574,316 93
Annuities 651 00
Fuel and oil 2,914 05
Hardware, tools, etc 2,883 59
Engines and boilers 233 79
Sundries and miscellaneous charges 27,348 31
Telephones 428 23
House connections 7,869 62
Rubber goods 763 78
Gatehouses, Fenway 4,896 86
Stock 8,739 69
$631,075 85
Credit.
Stock transferred and used on construction . $12,169 65
Fuel and oil transferred and used on construc-
tion 1,713 65
Hardware, tools, etc., transferred and used on
construction 43 00
Engines and boilers transferred and used on
construction 688 00
14,614 30
$616,461 55
Charges to Various Parties for Property Sold, Work Done and Materia
Furnished.
John F. Lynch $440 00
Public Buildings Department 16 26
Jamaica Pond Garage 15 13
James L. Pierce 1,214 42
Boston Elevated Railway Company 622 71
Fred T. Ley Company 10 25
Boston Rendering Company 7 00
Mary L. Prout 6 75
J. Donnelly Sons 3 25
Victory Cafe 15 00
Julia A. Flynn 30 00
Augustine A. Bronzagne 15 00
M. A. SulUvan 15 00
T. J. Galvin 6 75
J. H. Horrigan 14 02
Supply Department 50 00
P. J. Doyle . . . 10 00
Jennie M. Malley . . ' 8 46
J. F. Field 29 52
Edison Electric Illuminating Company 39 30
Metropolitan Water and Sewerage Board 5,869 36
George Glavin 7 50
William Barrett & Co 44 25
Merchants Warehouse Company 37 50
George S. Monahan 11 38
M. Scanlon 7 50
John Hohnes 10 00
Standard Steel Motor Car Compan ■ 7 50
E. Farrar 7 25
H. Lebowitz 7 50
S. MargoUs 1 56
CM. Callahan Company 59 79
Carried forward $8,639 91
460 City Document No. 22.
BrouQht forward $8,639 91
T. Dennehy 21 00
Musolino & Berger 2 50
H. W. Doane Company 1 25
New England Telephone and Telegraph Company . . 45 00
John Scala 2 20
J. J. O'Hare 16 72
M. A. Dierkeg 15 00
Pearl L. Kelley 6 54
D. Mazarella 1 88
Kearns Construction Company 13 98
J. P. Perry 2 50
Perry & Tibbetts 1 25
W. F. Freeman 1 88
M. Pollock 15 00
M. Friedman 15 00
J. F. Murphy . . .' 16 32
C. J. Bowen 7 75
D. B. Chalitzky 7 75
Morse Brothers 15 00
T. F. Bowes 8 00
Charles Street Garage . 14 25
Codman Square Garage *. . 12 18
Charles L. BiUups 9 75
Thomas Clark 1 25
James Misochi 7 75
$8,901 61
Amounts Collected by the City Collector far Sewer Service February 1, 1920,
to January 31, 1921.
Mary L. Prout $6 75
J. Donnelly Sons 3 25
Victory Cafe 15 00
Julia A. Flynn 30 00
August A. Bronzagne 15 00
M. A. Sullivan 15 00
T. J. Galvin 6 75
J. H. Horrigan 14 02
Supply Department 50 00
P. J. Doyle 10 00
Jennie M. Malley . 8 46
J. F. Field 29 52
Edison Electric Illuminating Company 471 64
MetropoUtan Water and Sewerage Board .... 5,869 36
John F. Lynch 240 00
George Glavin 7 50
M. Scanlon 7 50
William Barrett & Co 44 25
Merchants Warehouse Company 37 50
George S. Monahan 11 38
John Holmes 10 00
J. J. Burke 6 75
J. E. Quinn 30 00
Wilson & Tomlinson 184 56
J. Mason Little, Trustee 220 07
Alice Colyer 76 06
Standard Street Motor Car Company 7 50
E. Farrar 7 25
H. Lebowitz 7 50
Carried forward $7,442 57
Public Works Department. 461
Brought forward $7,442 57
S. MargoUs 1 56
Quincy Market Cold Storage Company 615 50
C. M. Callahan Company 59 79
T. Dennehy 21 00
Musolino & Berger 2 50
H. W. Doane Company 1 25
New England Telephone & Telegraph Company ... 45 00
John Scala 2 20
J. J. O'Hare 16 72
M. A. Dierkes 15 00
Pearl L. KeUey 6 54
D. Mazarella 1 88
Kearns Construction Company 13 98
J. P. Perry & Co 2 50
Berry & Tibbetts 1 25
W. F. Freeman 1 88
M. Pollock 15 00
M. Friedman 15 00
J. F. Murphy 16 32
C. J. Bowen 7 75
D. B. ChaUtzky 7 75
Morse Brothers 15 00
T. F. Bowes 8 00
Charles Street Garage 14 25
Codman Square Garage 12 18
Charles L. BUlups 9 75
Thomas Clark 1 25
James Misochi 7 75
$8,381 12
462
City Document No. 22.
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466
City Document No. 22.
Recapitulation. — Maintenance Detail, 1920-21.
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 . .
$139,888 50
5,025 81
3,312 37
623 56
150,056 49
3,271 36
1,069 07
302 99
846 96
2,350 75
28,705 97
1,674 15
$337,127 98
Credits.
Outside Improved Sewerage.
Miscellaneous $15,232 86
Labor 19,211 63
Stock 12,169 65
$337,127 98
$199,394 92
54,083 56
21,013 07
23 73
1,126 39
1,873 88
914 78
10,800 37
$339,283 42
59,109 37"
24,325 44
647 29
151,182 88
5,145 24
1,069 07
302 99
1,761 74
13,151 12
428 23
3,892 17
32,396 61
28,705 97
428 23
5,566 32
32,396 61
$325,947 71
$663,075 69
46,614 14
46,614 14
$279,333 57
$616,461 55
Supplies, Pumping Station, Calf Pasture.
3,264 pounds waste 12| cents to 28 cents.
1,119| pounds packing, 36 cents to $1.72.
3,938 gallons engine oil, 36 cents to 60 cents.
1,088 gallons cylinder oil, 39| cents to 88 cents.
50 gallons sperm oil, $2.
20 gallons Lard oil, $2 to $2.15.
3,366 pounds grease, 14 cents to 20 cents.
390 gallons kerosene, 16 cents to 25 cents.
Fuel Entire Service.
10,172 tons bituminous coal $149,669 82
125^^1^ tons Anthracite coal 1,464 81
Wood 48 25
Public Works Department.
467
Coal at Pumping Station, Calf Pasture.
Date.
Contractor.
Tons.
PAID IN 1920-21.
Per Ton.
Total.
1919.
Dec. 16 .
1920.
March 29 .
May 13.
May 28 .
June 12
June 16
June 28
July 1 .
July 19 .
New England Coal and Coke Company,
New England Coal and Coke Company,
Coastwise Coal Company
John Donahue. Stevedoring
Burton Furber Coal Company
July
23 ..
July
29 ..
July 21-31 .
Aug.
2..
Aug.
5 ..
Aug.
23-31 .
Sept.
3 ..
Sept.
4-27..
Sept.
28 ..
Coastwise Coal Company. Lightering
and Weighing.
John Donahue. Stevedoring
City Fuel Company
East Boston Coal Company
Coastwise Coal Company
John Donahue. Stevedoring
Coastwise Coal Company ,
John Donahue. Stevedoring
D. Doherty Company
New England Coal and Coke Company,
John Donahue. Stevedoring
New England Coal and Coke Company,
John Donahue. Stevedoring
New England Coal and Coke Company,
John Donahue. Stevedoring
B.J. Keith. Weighing
D. Doherty Company
New England Coal and Coke Company,
John Donahue. Stevedoring
B. J. Keith. Weighing
East Boston Coal Company
East Boston Coal Company
East Boston Coal Company
Coastwise Coal Company
Coastwise Coal Company. Extra Freight,
1,003
595
2T!(JTr
{ *t376}«7-556 60
13 00
12 00
507,20
Carried forward . .
* Weighing.
4751400
13 25
13 25
13 50
* 06
13 50
* 06
13 25
16 35
16 35
153^,^9 0
.701
■5(J(TT7
525l_too
2231450
371 450
^0T)1T
07 1 2 5
288 430
16 35
16 50
16 35
10 50
16 50
16 50
13 00
}5,
6,344 $86,421
6,104 54
7,735 00
446 25
3,246 48
219 14
203 25
202 66
153 87
6,990 36
386 25
,653 86
312 00
865 46
8,289 60
377 25
7,776 47
358 50
7,479 40
345 00
86 51
2.525 25
8,596 16
396 00
31 72
3,691 47
623 29
1,601 54
3,746 50
421 51
t Penalty.
468 City Document No. 22.
Coal and Pumping Station, Calf Pasture. — Concluded.
Date.
Contractor.
Tons.
Paid in 1920-21.
Per Ton.
Total.
Brought forward.
Sept. 28 ,
Oct, 4
Oot. 21 . .
Nov. 9 . .
Coastwise Coal Company. Lightering
and Weighing.
John Donahue. Stevedoring
Northern Coal Company
Northern Coal Company. Demurrage
John Donahue. Stevedoring
Coastwise Coal Company
Coastwise Coal Company. Lightering
and Weighing.
John Donahue. Stevedoring.
Northern Coal Company
John Donahue. Stevedoring.
Totals .
* Weighing.
6,344
1,072
496 330
1,660
10,172
$15 00
* 06
13 00
$S6,421 89
233 43
216 00
I 25,180 32
318 71
1,337 60
7,175 59
401 88
/ 16 00
\ * 06
396 80
26,659 60
1,328 00
$149,669 82
Public Works Department.
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Public Works Department. 471
SEWERAGE WORKS LOAN EXPENDITURES
FOR 1920-21.
South Boston.
Alger street, from Dorchester avenue to about 540
feet westerly $14,518 92
Farragut road extension, from East Third street to
about 350 feet northwesterly .... 26,784 94
$41,303 86
Built, 1,454.06 linear feet, 5 manholes, 6 catch-basins.
East Boston.
Condor street, from Glendon street to East Eagle
street $2,355 00
Lubec street outlet in private land, between Cot-
tage street and existing conduit .... 408 33
Murray court, from Orleans street to end of court, 1,909 87
$4,673 20
Built 251.50 linear feet, 2 manholes.
Charlestown.
Rutherford avenue, from Chapman street to Cam-
bridge street $793 29
Chelsea street, from Foss street to Wapping street, 1,223 57
$2,016 86
Built 98.40 linear feet, 1 manhole, 1 catch-basin.
Brighton.
Gardner street, from Babcock street to outlet
about 485 feet westerly $162 99
Perle street, at Washington street .... 489 09
Wade street, from Commonwealth avenue to
about 650 feet southwesterly .... 5,107 87
Washington street, from Tip Top street to
Market street 11 00
Carried forward $5,770 95
472 City Document No. 22.
Brought forward $5,770 95
Falkland terrace, from Hobart street to Brook-
dale road 4,464 13
Chestnut Hill avenue, from Cleveland circle "j
to Commonwealth avenue i 16 077 86
Glenville avenue, from Allston street to Greylock | '
road J
Private land (outlet for Algonquin road), from
Lake street to Newton line 16,153 37
Private land and Babcock street, from Salt Creek
(outlet to Commonwealth avenue) . . . 11,936 44
Market street, from Lothrop street to Washington
street ....'..... 24,867 69
Larch street, from South Crescent circuit to Ken- ")
rick street I
Brayton road, from Kenrick street to Crescent j
avenue ^ 20 165 66
South Crescent circuit, from Crescent avenue to [ '
Regent street I
South Crescent circuit and private land, from 1
Larch street to Regent street .... J
Murdock street, from North Beacon street to^
Cushman road I 14 172 28
Cushman road, from Glencoe street to Duston { '
street )
Cambridge street, from Hano street to Wilton
street 2,753 21
$116,361 59
Built 16,288.34 linear feet, 135 manholes, 33 catch-basins.
West Roxbury.
Richwood street. Centre street, Willow street and
private land
Belgrade avenue, from Anawan avenue to Centre )
street, and Beech street, from West Roxbury V
parkway to Belgrade avenue . . . . )
Green street, from Amory street to Washington
street . . .
Redlands road, from Centre street to Abbott
street
Westover street and private land, from Adding-
ton road to Weld street
Brown avenue, from Blakemore street to Garden
street
Stony brook conduit. Section No. 10 . . .
Malcolm street, from New York, New Haven &
Hartford Railroad to Belgrade avenue
Carried forward
$700 00
1,656 69
150 92
219 32
1,324 94
251 88
57,091 70
1,124 84
$62,520 29
Public Works Department. 473
Brought forward $62,520 29
Hastings street, from Centre street to Montview
street 5,828 03
Private land and Paine street (near Brook street), 1
from Canterburj^ branch of Stony brook to Y 6,082 47
brook from Forest Hills Cemetery . . . )
Saville and Wren streets, from Park street to )
Oriole street and Board of Survey street No. >• 15,540 97
664, from Wren street to Emmons road . . )
South street, Lesher street and private land and
Arehdale road . . . . . • 23,707 78
Catch-basins and minor drains in various streets
in Boston 21,014 79
Castleton street, from Jamaicaway to South )
Huntington avenue, and Zamora street, from r 9,310 47
Castleton street to about 415 feet southerly, )
Wilhams street and Forest Hills street, from ^
about 220 feet southeast of 7 Plainfield street } 7,404 13
to about 30 feet south of Williams street . . j
Centre street, from South street to Spring street, 35,961 96
$187,370 89
Built 11,044.91 Hnear feet, 57 manholes, 102 catch-basins.
Dorchester.
Catch-basins and minor drains, Dorchester and
city proper
Carson street, from Crescent avenue to 337 feet
northeasterly
Elton street, from Auckland street to Dorchester
avenue
Fairview street, from Frost avenue to Train
street
Ridge road, from Oakland street to Randolph
road and 430 feet southerly ....
Wilbur street, from Cushing avenue to Upham
avenue
Oak avenue, 506 feet from Adams street to 100 )
feet westerly. Colorado street, from Almont ?•
street to 160 feet northeasterly . . . . )
Rockdale street, from Springdale street to Savin
Hill avenue
Tenean street and private land, 250 feet north of
Fulton street
Wilcock street, from Morton street to Blue Hill
avenue
Carried forward
$961 11
1,075 00
665 32
84 45
280 47
2,586 48
1,301 79
3,467 79
6,262 47
1,046 56
$17,731 44
474 City Document No. 22.
Brought forward $17,731 44
Havelock street, from Morton street to Blue Hill
avenue 3,254 98
Kennebec street and outlet in private land and
Ruskin road 8,746 22
"Wollaston terrace, from Woodrow avenue to
Jones avenue 1,233 87
Harvard street, from Fabyan street to Greenock
street 1,464 50
Massachusetts avenue, opposite Willow court, 1,416 12
Catch-basins, manholes and surface drains in
Boston 9,267 38
Fox Point road, from Savin HUl avenue to about
134 feet southeasterly and easterly . . . 776 98
Itasca street, from Oakland street to about 1,182
feet northwesterly 9,416 93
Private land and Banfield avenue, from Delhi
street to West Selden street .... 5,151 13
Private land, from Delhi street to about 176 feet
southeasterly 5,686 69
,146 24
Built 6,130.49 hnear feet, 52 manholes, 27 catch-basins.
Hyde Park.
Hyde Park avenue, from MetropoHtan avenue to
River street $3,015 38
Bradlee street, from 240 feet north of Collins"^
street to Thatcher street |
Thatcher street from Bradlee street to Metro- I , ^ ^q- -. .
politan avenue [ ^^'''^' ^^
Huntington avenue, from Thatcher street to ]
Safford street J
Lexington avenue, from Jefferson street to about
156 feet northerly 1,405 42
Loring street, from Foster street to Tyler street
and outlet in Glenwood avenue . . . 2,782 52
River street, from Hyde Park avenue to Central
avenue 5,224 79
Roanoke road, from Kennebec street to about
120 feet northwesterly 1,273 69
$29,398 94
Built 4,154.38 linear feet, 23 manholes, 6 catch-basins.
Public Works Department. 475
$100 00
ROXBURY.
Northampton street, from Fellows street to 95^
feet south of Harrison avenue . . . (
Fellows street, from Northampton street to I
Orange street J
Tremont street, at Columbus avenue, and catch-
basins and manholes in city proper, Roxbury
and South Boston
Allev No. 450, from Dalton street to Alley No.
451
South Huntington avenue, from Bynner street
to Evergreen street
Mechanic street, from Madison court to about
150 feet southerly
Brookline avenue, from Beacon street to Audubon
road (Muddy river conduit) ....
Public Alley No. 909, from Hemenway street to
Massachusetts avenue
Cummington street, from Commonwealth avenue
to Boston & Albany Railroad ....
Grosvenor place, from Cliff street to about 266
feet south and southwesterly ....
Hemenway street and Forsyth park
Amory avenue, from Stony brook conduit to
Amory street
Built 3,626.83 linear feet, 17 manholes, 10 catch-basins.
City Proper.
Kneeland street, from Atlantic avenue to Wash-
ington street $1,182 21
Albany street, from Troy street to Oswego street, 2,292 86
Blackstone street, from Haymarket square to
Chnton street 15,539 47
Clarendon street, Buckingham street, Trinity
place. Stanhope street and Stuart street . . 9,813 54
Richmond street, from Commercial street to
Hanover street 1,729 65
Beverly street, at Traverse street .... 70 61
Friend street, from Merrimac street to Dock^
square i 2 278 13
Market street, from Canal street to Portland ( ^j^'o
street /
1,533 00
473 22
105 41
3,658 94
52,682 65
11,496 86
6,661 22
6,065 40
749 46
4,638 33
$88,164 49
Carried forward $32,906 47
476
City Document No. 22.
4,354 99
Brought forward $32,906 47
Buckingham street, from Clarendon street to
about 25 feet westerly
Charles street, from Beacon street to Cambridge
street
Catch-basins and minor drains in Boston
Oswego street, from Albany street to Harrison
avenue
Leverett street, from Green street to Causeway
street
Unity court, from Unity street to about 154 feet
westerly and northerly
Catch-basins, manholes and minor drains in
Boston
Berkeley street, from St. James avenue to Provi-
dence street
Bridge court and North Anderson street, from
Parkman street to Cambridge street
Built 3,439.64 linear feet, 14 manholes , 109 catch-basins.
Sewerage Works Loan, 1920-21.
Engineers' salaries, general $97,923 25
Amount charged to construction of sewers . . 23,803 00
1,363 12
5,580 49
14,861 11
1,996 32
2,902 39
17,602 42
12,720 50
8,898 09
$103,185 90
$121,726 25
Engineers' Expense.
Labor .
Teaming
Borings
Transportation
Photographs
Supplies, etc.
$2,562 03
682 38
368 00
2,251 51
337 20
3,234 16
$9,435 28
Pumping Station an]
D M
ooN Island (
I^ONSTRUCTION.
Advertising
Labor ....
Contracts .
Materials .
Balance, old contract 191'
Tobm bronze
Wrought-iron rings .
2
$6 30
2,005 94
46,874 38
183 23
125 00
44 78
296 00
$49,535 63
Public Works Department. 477
Sundries.
Labor ....
Teaming
Resurfacing streets
Materials
Advertising
Relocating water pipes
Court Executions and Awards on Account of Land
Takings, Etc.
New England Dressed Beef Company, North
Beacon street, Brighton $300 00
$3,277 60
191 25
580 09
1,956 87
13 30
298 63
$6,317 74
478
City Document No. 22.
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City Document No. 22.
SEPARATE SYSTEMS OF DRAINAGE EXPENDI-
TURES 1920-1921.
West Roxbury.
Church street, between Centre street and Hal-
ford road (built in 1912)
$14 22
OLD HARBOR IMPROVEMENT EXPENDITURES
1920-21.
South Boston.
K street, from 155 feet south of Columbia road"j
to a point about424 feet southerly . . I
N street, from 90 feet south of Columbia road toj
a point about 302 feet southeasterly . . J
Built 720 Unear feet.
),966 17
SEWER SERVICE.
Cost of Maintaining all Horses in the Sewer Service from February
I, 1920, to January 31, 1921.
Items.
Total Cost.
27 Horses,
Average Cost
per Day.
$12,198 50
9,590 06
1,355 31
261 33
231 08
$1 240
Fodder .
973
014
026
023
Totals
$23,636 28
$2 402
Summary of Sewer Construction for Twelve Months ended January
31, 1921.
Districts.
Built by 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.
1,933.38
3,558.83
2,074.71
251.50
59 40
15,719.34
9,084.91
4,510.43
5.348.62
42,541.12
Linear Feet.
12.00
12.00
Linear Feet.
1,945.38
3,558.83
2,074.71
251.50
59.40
15,719.34
9,084.91
4,510.43
5,348.62
42,553.12
Miles.
0.368
0.674
0.393
0.048
0.011
2,978
1.721
0.853
1.013
8.059
Public Works Department.
489
Net Increase in Length of Sewers Between February I, 1920, and
January 31, 1921.
Districts.
Length of
Sewers Built
During the
Twelve
Months
Ended
January 31,
• 1921.
Length of
Sewers Re-
built or
Abandoned
During the
Twelve
Months
Ended
January 31,
1921.
Net Increase for the
Twelve Months Ended
January 31, 1921.
City proper ...
Roxbury
South Boston . .
East Boston . . .
Charlestown . . .
Brighton
West Roxbury .
Dorchester. . . .
Hyde Park
Linear Feet.
1,945.38
3,558.83
2,074.71
251 . 50
59.40
15,719.34
9,084.91
4,510.43
5,348.62
Linear Feet.
1,039.00
579 . 25
251.50
708.60
2,542.50
Linear Feet.
906.38
2,979.58
2,074.71
59.40
15,010.74
6,542.41
4,510.43
5,348.62
Miles.
0.172
0.564
0.393
0.011
2.843
1.240
0.853
1.013
Totals.
42.553.12
5.120.85
37,432.27
7.089
Total Lengths of Sewers.
Common sewers and surface drains previous to January 31, 1920
Net increase of common sewers and surface drains, between February 1,
1920, and Jauary 31, 1921
Miles.
938.98
7.09
Total common sewers and surface drains to January 31, 1921 .
Intercepting sewers connecting with metropolitan system to January 31,
1921
Boston main drainage intercepting sewers to January 31, 1921.
946.07
*6.81
* 24.12
Grand total of common and intercepting sewers to January 31, 1921.
977.00
Total mileage of streets containing sewerage works .
580.00
* No additions during 1920.
Summary of Sewer Construction for Five Years Previous to
February 1, 1921.
1916.
1917.
1918.
1919.
1920.
Built by the city by contract
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
Linear
Feet.
42,541.12
12.00
Totals
102,535.10
84,984.36
37.170.84
57,492.24
42,553.12
490
City Document No. 22.
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Public Works Department. 491
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 52| 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 induction
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 current
induction motor; synchronous speed of 240 revolutions
per minute, full load speed of 233 revolutions per minute
with alternating 3-phase, 60-cycle current at 440 volts.
Motors for the three 36-inch pumps are each 150-
492
City Document No. 22.
brake horse power, with synchronous speed of 200
revolutions per minute, full load speed of 194 revolu-
tions 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 of 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 7^ horse power motor.
Cost of Pumping.
Average cost per million foot-gallons for pumping;
volume (38,463.835 million gallons) by (times) lift 40.3
feet = 1,550,092.559 million foot-gallons for the year.
Labor cost included in total is based upon the follow-
ing force of forty-eight men :
One superintendent, one clerk, one storekeeper, one
electrician, one carpenter, one blacksmith, two ma-
chinists, four laborers and four ''engineers' watches,"
each including nine men. Cost of city water not in-
cluded.
Items.
Cost.
Cost per
Million Foot-
Gallons.
Labor
$70,443 20
107,237 30
3,879 63
1,667 77
26,669 02
$0 04544
Coal
06918
Oils and waste
00250
Rubber valves and packing
00108
01721
Totals
$209,896 92
$0 13541
Labor at screens
$6,068 00
$0 00391
Public Works Department.
493
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.
1920.
February
March
April
3,199,150,384
4,059,008,344
3,335,820,820
3,319,838,313
3.518,666,702
2,715,390,909
2,854.037,767
2,482,165,880
2,523,868,038
2,997,769.802
3,772,271,464
3,685,246,788
110.315,530
130,955.108
111,194,027
107,091,560
117.288.890
90,513,030
92,065,734
82,738,863
81,415,098
99,925,660
121,686,176
118.878,929
96,640.074
92,910,710
88,714.130
89,188,286
95,553,922
79.442,633
80.767.936
59.532,214
62,579.851
76.670.460
98,525.088
98,026,648
139,976,680
155,212,914
147.324.828
147,274,907
134,974,642
120,588,844
114,432,621
109,838,520
128.914,1.35
121,595,508
130,087,144
131,075,580
40.3
40.4
40.3
40.3
40.4
40.3
40.3
40.3
40.3
40.3
40.4
40.4
78,200,000
77,800,000
84,500,000
81,900,000
74,700 000
June
July
66,000,000
August
September
October
November
December
1921.
January
65,900,000
60,500,000
, 78,100,000
59,000,000
68.000,000
68.100,000
Totals
Averages
38.463,835,211
105.380,370
1,264.068.605
105.339.050
1.018.557,952
93,813.213
1,581.296,323
131,774,694
40.3
* 71,900,000
* From yearly quantity.
494
City Document No. 22.
Recapitulation.
Total gallons pumps February 1, 1920 to
February 1, 1921 .
Daily average ....
Average dynamic head
Foot-gallons ....
Foot-gallons per 100 pounds coal
Foot-pounds per 100 pounds coal
Total coal for pumping (pounds)
38,463,835,000
105,380,000
40.3
1,550,092,559,000
8,505,100
71,900,000
18,225,467
Amount of Sludge Received and Removed from Deposit
Sewers from February 1, 1920, to January 31, 1921,
Inclusive.
Sludge in sewers February 1, 1920
Received during the year .
Total
Removed during the year .
Sludge in sewers February, 1921
1,178 cubic yards.
2,508 " «
3,686
2,971
715
Amount of Refuse Removed from Gatehouse from February 1,
1920, to January 31, 1921, Inclusive.
Month.
Number
Cheeses.*
Weights.
(Pounds) .
February . .
March. . . .
April
May
June
July
August. . . .
September.
October . . .
November .
Decembr. . .
January.
1920.
1921.
55.029
54,145
29,835
38,454
38,675
48.399
50,388
48,841
55,250
37.570
32,487
31,382
Totals .
t 520,455
• Cheeses — ^Average, 221 pounds.
t 260+455—2000 tons.
Public Works Department,
495
SANITARY SERVICE.
Financial Statement.
Appropriation, maintenance $1,528,698 71
Transferred from the appropriation for fuel, supplies, etc. . 11,000 00
Transferred to the appropriation for Sewer Service
Expended during the year
Unexpended balance transferred to city treasury .
$1,539,698 71
30,182 88
$1,509,515 83
1,508,102 71
1,413 12
Special Appropriation.
Land and Buildings, Sanitary and Street Cleaning
Divisions, Dorchester.
Transferred from various appropriations .... $13,500 00
Execution of court paid to Boston Consolidated Gas Com-
pany for damages for land taken on South street, now
Victory road, Dorchester, for a site for a garbage plant . $13,500 00
Income.
Statement showing amount of cash and bills deposited
with the City Collector from February 1, 1920, to
January 31, 1921, 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
Old material sold
Collection of refuse on account of default of contractor
Overpayment undei Workinginen's Compensation Act
$82,312 33
1,630
70
224 00
324
24
658
00
20,145
72
407
34
Total $105,702 33
Amount Paid into the City Treasury During the
Year.
Removal of ashes and waste $83,164 30
Sale ot manure 1,630 70
Sale of old material 658 00
Removal of dead horses 19 00
Labor and materials 5i 03
Repayment of amount paid under Workingmen's Compensa-
tion Act, for injuries to employees 407 34
$85,930 37
496 City Document No. 22.
Total Cost of House Dirt, Waste, Rubbish and House Offal, 1920.
Salaries of division engineer, supervisor and
medical inspector $6,358 57
Office supplies and expenses, printing, stationery,
etc 4,259 06
Ashes, waste and rubbish account . . . 1,008,222 10
House offal account 394,684 59
Annuities $300 00
Retired veterans' pensions . . 3,107 99
Retired laborers' pensions . . 14,117 72
17,525 71
Total $1,431,050 03
Construction Repairs and Horseshoeing
Account.
Expended for labor . $79,059 59
Expended for stock . . . 25,066 58
104,126 17
[,535,176 20
Work Done for Other Services.
Paving Service . $6,788 63
Sewer Service 1,809 36
Street Cleaning Service . . . 14,160 00
Water Service 4,315 50
27,073 49
Total $1,508,102 71
Public Works Department. 497
Items of Expenditure for the Year 1920-21.
Salary, division engineer (in part)
Salary, supervisor (in part)
Salary, medical inspector (in part)
Salary, chief veterinary (in part)
Salaries, foremen
Salaries, yard clerks
Labor, collecting and disposing of house dirt and ashes
Labor, collecting and disposing of waste and lubbish
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, Dorchester and
Hyde Park
Contractor on offal. East Boston, Brighton, West Roxbury, Dorchester and
Hyde Park
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, stock and wheelwright, blacksmith, painting, etc
Repairs to stables and sheds
Fuel
Gas
Electric light and power
Pnnting, stationery, ofBce supplies, etc
Automobile expense
Automobiles.
Division
Engineer.
Cost
Supplies
Repairs
Tires and tubes
Gasolene
Chauffeurs ' wages .
Storage
Totak.
S533 33
32 69
$566 02
South
Boston.
Electric
Truck.
$54 76
663 59
554 23
60 00
$1,332 58
Roxbury.
Electric
Truck.
Dorches-
ter.
Ford.
$61 12
165 90
121 81
554 20
$903 03
$94 87
186 15
122 33
131 80
$535 15
South
End.
Ford.
$516 00
250 34
104 07
44 67
119 20
$1,034 28
Total.
$1,049 33
493 78
1,119 71
288 81
251 00
1,108 43
60 00
$4,371 06
Telephone tolls and rentals .
Annuities
Retired veterans ' pensions .
Retired laborers' pensions. .
Horses
Rent
Tolls and fares
Total .
$1,666 64
1,745 12
1,083 33
837 48
19,021 03
1,769 52
450,606 71
31,641 50
199,480 30
66,952 81
104,832 17
4,234 37
208,856 84
85,809 97
56,717 92
27,068 27
41,157 30
40,253 24
10,084 14
927 35
13,559 56
64,092 76
2,083 28
3,432 05
532 85
4,061 78
4,427 63
4,371 06
742 43
300 00
14,117 72
3,107 99
37,400 00
1,020 00
107 60
$1,508,102 71
498
City Document No. 22.
Construction and Repair Shops, 1920-21.
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
$4,259 11
9,256 00
5,675 00
3,813 38
2,210 00
1,350 00
510 00
$14,538 00
17,708 14
9,920 76
10,601 39
5,140 87
2,361 37
1,090 06
$18,797 11
26,964 14
15,595 76
14,414 77
Blacksmith
Paint
Harness
Horseshoeing — South End,
Hoiseshoeing — West End . .
Horseshoeing — Roxbury . . .
7,350 87
3,711 37
1,600 06
Totals, stock and labor,
$27,073 49
$61,360 59
$88,434 08
Foremen
$2,042 29
Clerk ....
407 88
Stockkeeper
1,443 47
Express teamster
1,210 46
Allowed time, holidays
5,489 94
Allowed time, vacations
2,585 43
Medical attendance .
782 79
Electric power .
647 36
Auto truck .
1,055 27
Incidentals .
27 20
Total cost, maintenance .
Income from other services
Net cost of shops
15,692 09
$104,126 17
27,073 49
$77,052 68
Detailed Accounts of Amounts Paid to the Sanitary
Service During Year Ending January 81, 1921, 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 .
$23,175 80
4,313 75
1,040 00
1,040 00
46 66
* $29,616 21
♦Includes bill paid by the County of Suffolk for stock and labor, §2,491.69; Printing
Department, S10.05; Stone's Express, $40.98.
Public Works Department.
499
Horseshoeing by Services.
Kinds and Styles.
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270
3.398
221
27
2,943
1.081
309
479
23
361
108
439
41
2
201
117
3G
143
13
74
41
54
9,973
676
29
4,435
1.407
62
2
203
119
97
189
128
34
8,046
Resets
2,893
Pads
592
2
Cost of Horseshoeing.
Division
Shops.
Outside
Shops.
Stock
$2,961 05
5,631 25
$4,360 25
Labor
Totals
$8,592 30
$4,360 25
500
City Document No. 22.
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Force Employed on House Dirt and Ashes January 31, 1921.
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Teamsters
29
29
92
102
22
44
6
10
9
14
6
9
19
43
2
4
156
Helpers
226
Dumpers
2
2
Totals
225
66
16
23
15
62
6
418
Force Employed on House Offal January 31, 1921,
>>
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Teamsters
10
10
41
43
2
4
3
3
4
5
2
3
12
24
1
2
65
Helpers
84
Totals
94
6
6
9
5
36
3
159
Force Employed on Waste and Rubbish January 31, 1921.
City Force.
Number.
Inspectors
1
Teamsters
11
Helpers
20
Total
32
Amount of House Dirt and Ashes Removed.
Year.s.
Loads.
Cubic
Yards.
Tons.
1916
238,261
231,999
217,823
228,095
238,646
795,862
796,633
776,645
836,730
891,042
324,313
1917
324,384
1918
316,482
1919
340,960
1920
363,097
502
City Document No. 22.
Amount of House Offal Removed.
Years.
Loads.
Cubic
Yards.
Tons.
1916
48,329
40,729
39,494
38,054
40,881
118,770
102,449
96,317
92,042
100,865
70,075
1917
60,744
56,836
1918
1919
54,300
59,507
1920
Amount of Waste and Rubbish Removed.
Loads.
Cubic
Yards.
Years.
Paper
Carts.
Market
Wagons.
Tons.
1916
4,302
3,242
3,186
3,263
3,794
7,031
4,888
4,823
3,739
2,717
79,909
68,047
64,221
54,429
47,949
10,744
1917
8,014
1918
7,546
1919
6,396
1920
5,641
Number of Loads of Material Collected from February I, 1916,
to January 27, 1921.
Years.
Ashes.
Offal.
Rubbish.
Total
Loads.
Tons.
1916
238,261'
231,999
217,823
228,095
238,646
48,329
40,729
39,494
38,034
40,881
11,333
9,073
8,009
7,002
6,511
297,923
281,801
265,326
273,151
286,038
405,132
1917
1918
1919
393,132
380,864
401,656
1920
428,245
Capacity of the Carts and Wagons Used by Sanitary
Service, 1920.
Pounds.
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.
503
Collected by Contract.
Ashes.
Offal.
Districts.
Double
Loads.
Auto
Loads.
Cubic
Yards.
Tons.
Double
Loads.
Auto.
Cubic
Yards.
Tons.
East Boston
10.433
12,300
7,144
21,974
2,725
830
6,247
1,062
48,314
56,886
39,264
164,640
19,307
19,688
23,181
16,000
67,090
7,867
1,217
1,368
1,774
6.426
636
162
188
643
4.816
5.975
4,113
25.769
2,353
2,841
Brighton
3,525
West Roxbury
2,426
15,203
Hyde Park
1,388
Totals 54,573
8,139
328,411
133.826
11,421
992
43,026
25,383
Summary.
Material.
Cubic
Yards.
Tons.
Ashes
328,411
43,026
133,826
Offal
23,383
504
City Document No. 22.
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Public Works Department.
505
Final Disposition of all Material, in Loads and Tons (2,000 Pounds),
Collection by the Sanitary Service, February I, 1920, to January
27, 1921.
Class op Refuse.
+3
c
V
B
lb
a; <^
PQ
>>
==^ °
<U O "3
11 g
o
C8 O
Eh
s
o
o
House dirt and ashes
/
)
{
f
204,155
296.361
35,536
49,327
6,511
5,641
34,491
66,736
5,345
10,180
238,646
363,097
Offal
40,881
59,507
Waste and rubbish
6,511
5,641
Loads
Totals
Tons
246,202
351,329
39,836
76,916
286,038
428,245
Note. — First item, loads. Second item, tons.
506
City Document No. 22.
Oft
— c =8
c30
£ a
B ft
9-6
^O
^ >>
OS
m
°-2 a ■*
H.H o o
t, i-ts a
O >.0^
00 TO rt
— 1 IN r-(
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5 • o-
T3 QQ
.as
'C en
» 03
.2S
Cost of Collection and Disposal of Refuse by Day Labor Force in the City of Boston for the Year ending January 31,
1931.
Character op Repose.
CosT PER Ton by Districts.
Cost op Distbictb.
Districts
«nd 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.
Where Disposed of.
Mixed refuse, principally ashes (no Idtchen wastes) . .
24,852
4,378
161
■ 29',39i
Ve'.ooi
■ 69.369
' 86',266
' '55,627
$3 1023
6 0149
3 7453
SO. 04 54
S3. 1497
6.0149
3 7453
S77,100 43
26,332 15
603 00
$1,127 75
Boston Development and Sanitary Company.
Boston Development and Sanitary Company.
Boston Development and Sanitary Company,
Mixed refuse, principally ashes (no kitchen wastes) . .
$104,035 58
$1,127 75
$105,163 33
$1 4943
14,278
1.813
Av. $3 5397
$3 1647
8 0462
Av. $0 0454
Av. $3 5851
S3 1647
8 0462
45,186 77
14,587 81
Mixed refuse principally ashes (no kitchen wastes) . . .
59,774 58
59,774 58
1 7274
55,804
12,847
658
Av. $3 7148
S3 9451
. 7 6811
6 4715
Av. $3 7148
$3 9548
7 6811
6 4715
$220,153 55
98,679 60
4,258 25
$542 00
$0 0097
5 (part) and 7
150,448
[Mixed refuse, principally ashes (no kitchen wastes) . .
323,091 40
542 00
323,633 40
2 1511
69,308
13,116
3,782
Av. $4 6616
$3 2408
5 7275
10 0606
Av. SO 0097
SO 0401
0 1246
Av. $4 6713
S3 2807
5 8521
10 0606
$224,605 29
75,122 49
38.049 39
$2,779 42
1,634 71
337,777 17
Mixed refuse, principally ashes (no kitchen wastes) . .
4,414 13
342,191 30
3 0092
49,591
4,396
1.040
Av. J3 9182
$3 0002
5 6884
g 9381
Av. SO 0535
Av. $3 9717
S3 0002
5 6S84
9 8381
8148.784 68
25,006 43
9,295 73
Boston Development and Sanitary Company.
10.. (72, 171)
Boston Development and Sanitary Company.
Boston Development and Sanitary Company.
Contract, Boston Development and Sanitary Com-
183,086 84
183.086 84
140,000 00
2 5368
Av. $3 3272
Av. S3 3272
140,000 00
*
256,024
Av. $3 9362
Av. SO 5706
Av. $4 5068
$1,007,7655'
$146,083 88
$1,153,849 it
$2 6145
^ The amount paid to Boston Development and Sanitary Company is for
Total as above
Add total of contract table page 500
disposal of all refuse collected by the city force and Dorchester contracts. District 6 on page I
SI. 153,849 45
354,253 26
$1,508.102 71
Net amount of appropriation
Boston Development and Sanitary Company's contract calls for S152,000, less 812,000 paid for Ward Street Dump.
Details of Collected Refuse In Boston for the Year Ending January 37, 1921.
—
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Public Works Department.
507
O
u
East Boston Contracting Co.
H. Cannon.
McMurtrj' Brothers.
W. Griffin.
J. J. Moore.
M. H. Loonie.
W J Hunt
T. H. Gorman.
G. R. Tate.
M. McGinness.
•s3unj
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508
City Document No. 22.
CITY OF BOSTON CHARU^:
SANITARY DISTRICTS Pop^
1520
Te3lt»S
S'V/EST ROXBURY
P0P.3Z74Z
>%:
(.S.oo;
\f2Slbi.
.HYDE PARK
^P0mai3^f(6.oo)l
968 Ibi
t0 6S
i€-t>0RCht5Tl
POP.lS^iSO^
\orz ib*
Fl&VfiES SHOW ESTIMATED
hlCAM 19X0 POPULATION AND
POP. PER ACRE; ALSO.TOTAL.
WEI&HT OF RCrU5E AND COST
PER CAPITA FOR THE YCAR
Public Works Department.
509
SEWER AND SANITARY DIVISION — STREET
CLEANING AND OILING SERVICE.
Item of Expenditure for Year 1920.
Street Cleaning Service.
General administration $24,538 20
Salary of division engineer (in part), $1,486 67
Salary of supervisor (in part) . 1,431 00
Salary of medical inspector 794 97
Salary of veterinarian 1,258 33
Printing 1,480 06
Stationery 323 10
Telephone 706 23
Postage 138 86
Office items and incidentals 374 85
Automobile repairs and mainte-
nance 4,189 09
Annuity, chapter 569, Acts of 1898, 508 33
Pensions, retired veterans 3,711 97
Pensions, retired laborers 8,134 74
General expenses other than general adminis-
tration 148,766 61
Wages of stablemen .... $44,041 94
Wages of yardmen .... 5,525 26
Wages of watchmen .... 5,950 75
Wages of foremen 's drivers . . 505 00
Wages of yard clerk and messenger, 2,461 98
Hay and straw 30,725 42
Grain . 34,327 02
Gas 35 40
Electric Ught 317 03
Veterinary services and medi-
cines 687 13
Horseshoeing 7,089 42
Harnesses, new and repairs . 3,639 83
Wagon and carriage repairs 982 49
Stables and yards, rent of 2,662 59
Stables and yards, supplies . 3,067 01
Stables and yards, building repairs, 1,945 48
Fuel 595 39
Removing dead horse ... 75 00
Care of horses 448 50
Carried forward
$145,082 64 $173,304 81
510
City Document No. 22.
Brought forward . . . . $145,082 64 $173,304 81
Automobile repairs and mainte-
nance 3,683 97
Operating expenses ....
District foremen, salaries of
Inspectors, wages of, on paved
streets, crossings, snow work,
patrolling, gutters, etc.
Laborers, wages of, on paved
streets, crossings, snow work,
patrolling, gutters, etc.
Laborers, wages of, on ashes and
garbage
Hired autos and teams on paved
streets, gutters, crossings, snow
work, patrol, etc. .
Electric car flushers ,
Holiday pay allowed
Vacations
Pay allowed injured employees
Dumps, rent of .
Snow licenses (part cost) .
Cart repairs
Water cart repairs
Tool repairs
Vehicle supplies
Sweeping machines
Push carts and barrels
Hoes, shovels, picks, etc.
Snow plows
Snow tractors (new) .
Flushing machines .
Push brooms, team brooms, ban
dies, etc
Machine brooms
Calcide ....
Sand
Sand macliines, barrels, etc
Elgin street sweepmg machines
new, and repairs .
Flushing hose ....
Paint
Miscellaneous ....
Refuse boxes ....
Food and carfares
Automobile repairs and mainte
nance
Total
,165 22
37,804 30
339,762 30
63,894 25
43,864 41
5,220 00
47,454 94
19,399 18
3,071 15
257
500
7,963
1,711
736 42
433 62
1,789 39
1,093 16
2,661 28
269 38
3,400 00
262 38
15
00
81
14
3,187 00
4,803 75
136 75
907 58
465 02
8,551 64
433 82
53 69
75 33
364 54
1,191 90
1,644 74
623,529 24
$796,834 05
Public Works Department.
511
Street Watering and Oiling Branch.
General administration . .
Salary of division engineer (in part),
Salary of supervisor (in part) .
Salary of general foreman
Telephone
Carfare
Execution of court
Advertising
Stationery
Printing
Postage
Proportionate share of supervisor's
automobile . • • ■_ , •
Proportionate share of division
engineer's automobile . . •
Automobile repairs and mainte-
nance
General expenses other than general
tion
Wages of stablemen, watchmen and
yardmen . . . • •
Veterinary sei"V'ices and medicine .
Hay, straw and grain
Horseshoeing
Yard and stable, building repairs .
Yard and stable, furnishings .
Yard and stable, light and fuel
Yard and stable, rent
Wagons and carriage repairs
Automobile repairs and mainte-
tenance
Operating expenses .
Chief inspector .
Inspectors :
Water distribution
Oil ....
Sanitary Service .
Labor:
Sanitary Service .
Water
Calcide .
Oil ... .
Sanding .
Holiday and allowed time
1,891 79
00
314 12
1,877 17
41 20
15 90
1,000 00
27 20
70 92
324 89
30 48
646 14
273 42
90 35
administra-
860 01
$152 13
4 19
206 24
33 18
20 57
78 26
9 00
12 31
23 35
320 78
181,011 40
$1,453 49
6,940 64
198 03
5,906 83
145 50
517 91
54 50
440 62
260 00
261 07
Carried forward
$16,178 59 $186,763 20
512
City Document No. 22.
Brought forward .
$16,178 59
$186,763 20
Vacation
643 45
Hired teams, water distribution
67,918 57
Car sprinkler, water distribution
5,291 00
Road oil
83,535 94
Standpipes, repairs and mainte
-
nance
3,416 25
Tools and tool repairs
5 52
Water cart repairs
303 00
Electric hydrant repairs and main
-
tenance
2,266 23
Bicycles, new, and repairs
48 01
Rent car siding
100 00
Gasolene
1,121 82
Auto oils, grease, etc.
183 02
Total . .
$186,763 20
Public Works Department.
513
DISTRIBUTION OF EXPENDITURES.
Removing snow ....
Snow work on crossings and gutters,
Flushing streets
Street patrolling by teams
Cleaning of subway passage .
Street patrolling by push carts
Collection of refuse boxes
Cleaning of paved streets
Cleaning of macadam gutters .
Cleaning of public alleys .
$76,632 74
20,170 30
,216 48
1,591 08
149,604 17
6,534 54
$262,688 99
65,908 59
4,851 75
Sanding of slippery streets
Work performed for Sanitary Service
,803 04
51,252 96
185,946 27
333,449 33
4,329 95
125,052 50
Total expenditures, Street Cleaning Branch, $796,834 05
Oiling of public streets and ways .
Watering of public streets and ways
Sanitary Service ....
Total
90,283 49
90,427 38
6,052 33
,597 25
Summary.
Items.
Street Cleaning Branch.
Street Oiling and WATERma
Branch.
1918-19.
1919-20.
1920-21.
1918-19.
1919-20.
1920-21.
Labor
Teaming
$450,061 9c
26,.371 88
126,994 61
$527,877 17
47,339 31
123,602 40
$608,491 42
49,084 41
139,258 22
$16,684 62
45.357 64
80,167 87
$20,567 53
53,912 03
47.674 82
$19,887 03
73.209 57
Supplies and repairs
93,666 60
Totals
$603,428 44
$698,818 8S
$796,834 05
$142,210 13
$122,154 38
$186,763 20
514
City Document No. 22.
Cost of Snow Work and Volume Removed.
Districts.
Snow Work
and
Gutters.
Snow
Removal.
Total Cost.
Single
Loads
Snow
Removed.
t
Cubif.
Yards
Removed.
Cost
per Cubic
Yard
Removed.
South Boston
East Boston
Charlestown
Dorchester
Roxbury
Uptown
Downtown
Back Bay
North and West Ends.
Patrol System
$1,50G 23
881 81
803 96
748 75
3,113 OS
S97 93
1,117 41
131 29
503 90
10,465 94
$1,442 23
895 14
1,088 08
929 37
947 04
25,973 S7
2,457 98
19,503 09
23,395 94
•92,948 46
1,776 95
1,892 04
1,678 12
4,000 12
897 93
27,091 2b
2,589 27
20,006 99
33,861 88
503
275
426
363
520
1,509
825
1,278
1,089
1,560
11,779
1,521
12,320
14,882
35,337
4.563
36,960
44,646
$0 SS5
1 085
0 851
0 853
0 607
0 735
0 538
0 527
0 524
Totals..
Average .
$20,170 30
$76,632 74
$96,803 04
42,589
127,76^
$0 599
* Includes Sundays, paid time and one half; holidays, double time,
t Street Cleaning loads, 3 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.
Cost
per Cubic
Loads.
Cubic
Yards.
Yard.
Snow removal
Snow crossings and
gutters
$55,518 03
18,729 38
*$17,714 71
1,440 92
$73,232 74
20,170 30
42,589
127,767
$1 799
$0 521
Totals
$74,247 41
$19,155 63
$93,403 04
* Cost of snow tractor bought for $3,400 not included.
Machine Sweeping of Paved Streets and Macadam
Gut
ters.
.,™,
i
.u„„„o™„..
^;ii;?
M.„..0™„.
—
^u„
»-— ■
LOADS OF DIRT REMOVED.
CUBIC YARDS OF DIRT REMOVED.
p™.^.™.
Gorreas.
Paved SiHEBra aki
Macadam Gdttbbb.
Pavko Sthbeto.
Macadam GnrrBBa.
ar
?A".frG^
r.»°
c
Equivalent
uare Mileage
yIX
a
yS*
Tcaraine.
cSSi.
I
S' IS
Ar
ss
'"^F"'
£iL
?S'
¥^
s"
Labor
Charges.
SS
|s
^11.
■Sfd^'
£s;.
iM
^.
Si^Df
yS
#^
"Si^
Is
SjS?
Cubw'
IS
"te
rSSL.
South B<»U.n
f
200.5*0 242. 5f
I00.553 4,001). 61
400.8SO 4.050. Se
1,315.116
™.«
E
86,733 02
25.780 80
2.54C 09
i
317 81 15 70
"^
5,261 34
S2.&41 80
X,B24 18
$10,192 82
13.681 01
8.391 05
5.028 43
$»M3
:E
JO 674 91
E
E::
81 17B
5.233
8,858
14 176
3.032
»4 851
7 334
7 816
3
E
E
:z
1.636
1.803
2256
7.962
27.292
3.014
.54
.2 184
EmI BtM,„
527 85
Ei:
»
E:
':
618
646
580
'
ir
2 307
ai.rl«lto.ll
3 908
DoKhaiter...
Roibury ..
:?
= —
»»■-
M.«
«.».
.,„,6,
8,™ 53
■an.
3 05,
U22
7 798
2.2.4
.783
3 899
4 305
Totals
«6
.■.7,.5«,
..0.8.J
592
S87.535 14
,.«
«17,906 M
S64.3D0 50
.3.3
»2„
37.233
18,941
74
464
37.882
112.316
ATerages
s..„
.0»
.■a.,
«0.
,,■33
.aa8«
83 391
.5 57=
.2908
«3.=
1 78
.1 607
.2 737
1«
ira
3
IN to
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518
City Document No. 22.
Oil Bought During 1920.
Gallons.
Cost.
American Oil Products Company *
$9,638 53
M. E. Lemery Company f
1,000 00
Alden Spears Sons Company
94,664
339,925
15,619 59
Mace Moulton, Jr., Inc
58,277 82
Totals
434,589
$84,535 94
* Oil bought and used in 1919, payment withheld until 1920.
t Execution of Court. Oil bought and used in 1917 but not paid for.
Net cost of oil bought and used in 1920, $73,897.41.
Public Works Department.
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520 City Document No. 22.
APPENDIX E.
REPORT OF THE DIVISION ENGINEER
OF THE WATER DIVISION.
February 1, 1921.
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.
For the third successive year there has been practically
no development of new territory and but little building
construction; consequently the work of this division has
been principally confined to the maintenance and im-
provement of the existing system with a comparatively
small amount of extension of mains, largely to afford
sprinkler and fire pipe service.
Relaying to improve fire protection and relaying in
advance of permanent street construction account for
most of the pipe laid during the year. These two classes
of work are of vital importance and will be a continued
cause for expenditure in the future.
Some of the more important work done was as follows:
On account of the development of the state property
on the South Boston Flats, 892 linear feet of 30-inch pipe,
laid in Danby and D streets in 1897, were abandoned and
relaid in Claflin and C streets; in the same connection,
2,178 linear feet of 12-inch pipe were laid in D, Claflin and
Bullock streets.
Twenty-six hundred linear feet of 16-inch pipe were
laid in Poplar, Florence and Ashland streets, West
Roxbury. This line, when completed, will connect
the distribution systems of Dorchester and West Roxbury
and will form a valuable crosstown supply.
Relaying for improvement of fire protection was car-
ried out in the city proper, Brighton, West Roxbury,
Dorchester and Hyde Park districts, the new mains laid
replacing pipes thirty to sixty years old.
Waste surveys of Charlestown and the Brighton high
service area were completed by the Pitometer Company
Public Works Department. 521
of New York, and a similar survey is now in progress in
South Boston and the South End. The contract cost of
the Charlestown survey was $3,800 and resulted in a
permanent annual reduction in Boston's share of the
metroplitan water assessment of $3,436. The contract
cost of the Brighton survey was $2,500 and resulted in a
yearly saving of $733.
The following contracts for cleaning mains were
carried out by the National Water Main Cleaning Com-
pany of New York:
Nine thousand five hundred thirty-two linear feet of
12-inch and 16-inch mains were cleaned in South Boston
and in Pearl street, City Proper.
Fourteen thousand five hundred linear feet of 6-inch
and 8-inch mains were cleaned in Jamaica Plain.
A large amount of regulating work was done in differ-
ent streets in advance of permanent paving, notably in
Centre and Washington streets, West Roxbury; in the
first-named street, 500 linear feet of 24-inch main were
raised in place, 1,600 linear feet of 12-inch main were
relaid, replacing old pipe, and a large number of hydrants
and services w^ere regulated. This class of work con-
stitutes one of the severe demands upon the resources of
the maintenance force of the Water Division.
The regular work of the Distribution Branch, con-
sisting of repairing leaks, establishing fire and service
pipes, freeing stoppages, shutting off and letting on
water, repaving, etc., taxed the resources of the branch
to the utmost.
The standpipe at Orient Heights was cleaned and
painted and the wooden house inclosing it was also
painted and repaired.
The pipe bridge over the New York, New Haven &
Hartford Railroad was repaired, cleaned and painted.
The pipe bridge on Berkeley street was repaired.
During the reconstruction of Warren Bridge the 30-
inch, 20-inch and 16-inch mains located on it are being
regulated. These pipes of late years have given a great
deal of trouble, owing to the unsafe condition of the
timbers supporting them.
A notable advance has been made in the substitution of
a post hydrant of compression type for our regulat type,
which has always opened with the pressure. The parti-
cular advantage of the new type is that when broken off
the possibility of free flow through the hydrant is
practically eliminated, as the foot valve which opens
522
City Document No. 22.
against the pressure will usually either entirely stop, or
at the worst, partially stop the flow of water.
The work of the Meter Branch is rapidly increasing
as the number of meters in the service multiplies.
Approximately 3, 300 new meters have been set, 8,300
have been changed and reset and 6,900 have been repaired
during the year.
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. 523
WATER DIVISION, 1920-1^1.
FINANCIAL STATEMENT.
Receipts.
Sales of water . $3,364,937 04
Elevator, fire, motor, stand pipes and repairs 21,626 36
Service pipes and repairs 18,921 85
Sales of old materials 10,593 18
Fees for summonses 4,285 55
Labor,materials, etc., for miscellaneous work 4,154 92
Interest on bank d posits 944 86
Board of horses 913 75
Shutting off and letting on water for nonpayment 850 20
Damages to automobiles 545 33
Relocation of hydrants and pipe 469 28
Damages to hydrants 404 32
Sales of merchandise 291 69
Raising gate boxes . 119 07
Rent of conduit. Congress street 100 00
Rent of high pressure yard 90 00
Sale of booth 90 00
Testing meters 83 81
Sale of old tires 62 50
Damages to wagons 33 56
Filling water tanks 8 48
Total receipts from all sources S3,429,535 75
Transferred to City Loan account to pay
Hyde Park water debt $16,000 00
Transferred to credit of Collecting Depart-
nmet 33,570 54
Transferred to City Loan account to pay
general city debt 193,958 26
243,528 80
$3,186,006 95
Expenditures.
Current expenses and extensions $1,253,166 33
Interest on water loans 45,874 33
Refunded water rates 1,041 38
Metropolitan water assessment 1,885,924 91
Total expenditures $3,186,006 95
624
City Document No. 22.
Details of expenditures under appropriation for cur-
rent expenses and extensions for the fiscal year ending
January 31, 1921: ^
Extension.
Construction of new mains .
Replacement of old mains . . . .
New hydrants ....
Total extension
Maintenance.
Office and Engineering Branch :
Salaries and wages . . . $49 734
Traveling expenses . . . '§27
Printing, stationery and post-
age 1 879
Miscellaneous .... 619
16
93
30
94
Income Branch:
Salaries and wages
Travehng expenses .
Printing, stationery and post-
age
Miscellaneous ....
Distribution Branch:
Salaries and wages .
Travehng expenses .
Printing, stationery and post-
age
Miscellaneous ....
Meter Branch :
Salaries and wages
Traveling ex-penses .
New meters and setting .
Meters, repairing, resetting,
testing, etc
Printing, stationery and post-
age
Shops .
Investigations
Hohday
Laborers' vacations
Miscellaneous .
$121,328
1,791
4,838
950
08
75
$29,133
407
1,523
1,896
85
25
57
81
•115,069
107
19,259
16
48
05
19,211 10
742
16,760
1,084
4,235
1,442
845
70
02
09
96
13
81
Waste Prevention Branch:
Salaries and wages
Traveling expenses
Printing, stationery
age .
Miscellaneous .
Inspection of castings
and
post-
$8,940
387
58
71
35
10
30
Carried forward
$101,594 76
119,225 95
5,429 67
$226,250 38
$53,061 33
71
19
— 128,908 73
32,961 48
78,757 50
9,457 63
997 09
41,214 53
$345,358 29 $226,250 38
Public Works Department.
525
Brought forward
Yards
Shops
Stables:
Labor
Hay and grain . . . .
Vehicle repairs ....
Horseshoeing . . . .
Veterinary services and sup-
plies
Board of horses
Harness repairs . . . .
Building repairs
Light
Coal
Miscellaneous . . . .
$345,358 29 $226,250 38
54,634 46
22,075 95
$10,484 38
8,523 35
3,125 10
1,287 48
538 27
455 55
227 47
153 64
68 77
52 75
151 48
Tools and repairs
Main pipe relocation
Main pipe repairs
Service pipes, new . . . . .
Service pipes, changes in size and location
Service pipes, repairs . . . .
Hydrant changes in style and location
Hydrant repairs
Water posts, new . . . .
Water posts, changes in location
Water posts, repairs
Fountains, new . . . . . .
Fountains, changes in style and location .
Fountains, repairs
Fountains, furnishing ice .
HoUday
Investigations
Shutting off and letting on water
Accommodation work
Work on account of Office and Engineers
Branch (by Distribution Branch)
Work on account of Income Branch (by Di&
tribution Branch)
Work on account of Meter Branch (by Dis-
tribution Branch)
Work on account of Waste Prevention Branch
(by Distribution Branch)
Work on account of new meters (by Distribu-
tion Branch)
Work on account of meter repairs (by Distribu
tion Branch)
Laimch "Water Crest, " repairs and supplies
Pensions paid Civil War veterans
Pensions paid retired laborers
Vacations allowed laborers, mechanics, etc.
Compensation allowed injured employees
Emergency service
Harbor service
Taxes
Medical inspector
Bridge Service
Breed's Island tower
Pitomer waste surveys
Carried forward $913,524 94 $226,250 38
25,068 24
16,143 58
30,938 58
70,330 11
26,551 93
8,932 18
71,918 46
24,562 58
40,398 89
112 83
243 41
1,218 45
198 63
359 43
4,341 09
1,004 62
38,213 23
1,774 35
22,194 14
2,621 26
377 23
971 81
960 16
6,682 64
2,392 96
7,450 99
2,044 40
6,517 01
19.464 59
15,120 40
1,457 72
28,565 (38
57 84
252 80
500 00
131 93
2.248 76
9,133 33
526 City Document No. 22.
Brought forward $913,524 94 $226,250 38
East Boston reservoir 196 00
Garage . 3,628 12
Automobiles 31,600 80
Total maintenance 948,949 86
Merchandise sold $5,471 13
Stock consigned to junk 742 21
6,213 34
Stock purchased 313,483 64
$1,494,897 22
Less stock used and disposed of 241,730 89
Total expenditures from appropriation for Current
Expenses, etc . $1,253,166 33
Public Works Department.
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528 City Document No. 22.
COST OF CONSTRUCTION AND CONDITION
OF WATER DEBT.
Cost of construction to February 1, 1921 .... $18,223,558 93
Cost of construction to February 1, 1920 .... 18,063,411 64
* Increase during the year $160,147 29
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
Outstanding loans February 1, 1921, at 3?
per cent $5,000 00
Outstanding loans February 1, 1921, at 4
per cent 741,350 00
746,350 00
Decrease during the year $75,000 00
The Water Sinking Fund February 1, 1920, was . $821,350 00
The Water Sinking Fund February 1, 1921, was . 746,350 00
Decrease during the year $75,000 00
Net Water Debt February 1, 1920 $336,000 00
Gross Water Debt February 1, 1921 .$1,060,350 00
Less Sinking Fund February 1, 1921 . . 746,350 00
Net Water Debt February 1, 1921 314,000 00
Decrease during the year $22,000 00
Stock on hand February 1, 1921 $423,096 00
Stock on hand February 1, 1920 323,370 98
Increase diu-ing the year $106,725 02
Cochituate Water Sinking Fund receipts, 1920-21:
Interest on investnaents $24,933 66
Interest on bank deposits 5,870 22
$30,803 88
* The actual increase in the cost ot construction was $226,250.38, but on account of the
transfer of the East Boston reservoir, its cost, $66,103.09, is deducted, making a net increas
of $160,147.29.
Public Works Department. 52^
Cost of existing works on January 31, 1921:
Pipe yards and buildings $94,832 16
Engineering expenses 57,873 58
Distribution system (additions during year, $226,250.38), 17,602,853 19
Hyde Park waterworks 468,000 00
$18,223,558 93
The East Boston reservoir was transferred to the
custody of the Park and Recreation Department April 5,
1920, and its cost is therefore eUminated from the above
table. (See order of City Council, approved March 23,
1920.)
530
City Document No. 22.
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531
2,155 87
282 57
2,020 08
642 73
487 80
257 65
514 47
701 21
537 13
142 71
465 97
464 40
631 92
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219 11
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Runabout, foreman. West Roxbury
district.
Runabout, foreman, Brighton district
Runabout, foreman, Dorchester dis-
trict.
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532
City Document No. 22.
Income Branch.
Assessments, Abatements and Collections, 1905, to
January 31, 1921.
Account of
Year.
Amount
Assessed.
Amount
Abated.
Amount
Collected.
Balance.
1906
$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 87
3,004,331 52
3,034,885 83
2,960,797 45
3,130,539 28
3,120,801 86
3,359,586 55
3,209,945 71
3,458,267 39
404.741 61
$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
15,829 03
18,728 42
96,188 68
24,042 97
47,673 95
751 15
$2,486,605 97
2,584,071 67
2,609,023 23
2,645,001 13
2.728.182 17
2,798,062 28
2,943,402 48
2.954.183 62
2,970,232 82
2,902,946 96
3,057,500 88
3,034,236 75
3,184,713 06
3,080,396 98
2,994,454 64
72,340 70
1907
1908
1909
1910
1911
1912
$17,118 13
12,934 51
1913
1914
191S
41,131 27
42,766 25
1916
1917
1918
1919
57,209 37
67,836 69
78,684 81
105,505 76
1920
416,138 80
1921
331 649 76
' Elevator, Motor and Fire Service
Elevator servies installed
Elevator services abandoned
Total number of elevator services January 31, 1921
Fire services installed
Total number of fire services January 31, 1921
Total number of motor services January
Num.ber of motor services metered
Water Turned Off and On.
For repairs
For vacancy
For waste
For non-payment of rates
Turned on for first time
2
1
514
96
1,728
96
20
6,020
1,548
10
1,777
359
Public Works Department.
533
Meter Branch.
Table No. 1.— Statement of Work During the Year,
1
1
c
c
o
Q
Changed.
o
'
Make.
d
3
O
11
1,15.5
1,194
37
6
8
11
17
G
1
21
35
8
5
2
1
1
1
1
2,870
2,964
167
129
142
95
79
28
28
16
4,205
1,689
249
210
150
145
100
34
35
17
12
312
80
21
15
15
7
12
5
3
2
2
3,841
1,945
184
125
147
101
97
31
25
13
9
406
334
25
14
29
12
9
6
20
4
311
Worthington disc
184
Crown
38
22
Hersey rotary ....
9
Nash
3
Lambert
Trident
Keystone
8
2
3
23
846
1
3
773
2
447
22
369
137
55
Totals
3,303
57
7,293
7,293
496
6,887
996
658
Table No. 11.
Meters in Stock, February 1, 1921.
Diameter in Inches.
Totals.
1
f
1
li
2
3
4
6
Hersey disc
Worthington disc
326
100
350
33
166
48
39
19
46
48
318
24
2
82
7
65
4
2
2
1
49
6
6
1
1
9
2
2
367
103
52
21
10
3
2
529
40
23
6
1
1
2
56
18
1
1
:
279
Nash
2
61
42
Trident
20
49
51
King
11
2
2
436
4
1
1
8
Totals
1493
238
147
58
22
18
6
3
1,985
534
City Document No. 22.
Table No. III.
Meters in Service February 1, 1921.
Diameter in Inches.
Make.
f
i
1
u
li
2
3
4
6
8
10
12
Totals.
43,028
242
2,870
298
1,456
224
1
700
168
259
158
109
63
3
77
2
10
2
9
9
38
13
16
54
1
14
23
10
48.462
1,180
60
12
4
2
653
419
304
171
406
231
108
4
12
41
80
13
483
323
128
72
3
23
24
22
1
193
40
13
4
3
12
2
180
37
19
5
S
47
2
1,896
857
4
520
Trident
1
198
48
9,168
150
9,301
267
2
14
220
703
1
121
2
3
6
132
1
....
5
8
14
6
6
B. W. W
1
2
1
■
1
6
2
1
8
3
1
4
4
King
3,340
67
205
37
40
3,689
Totals
57,831
4,619
2,484
1
1,178
756
284
131
63
12
4
2
67,365
Table No. IV.
Meters Purchased.
Make.
Diameter in Inches.
Totals.
1
1
U
2
3
4
6
Hersey disc
3
3
5,000
25
52
66
18
5,161
Hersey compound
1
1
King
500
500
Totals
5,500
25
52
66
18
3
1
5,665
Public Works Department.
535
Table No. V.
Meiers Condemned.
Make.
Diameter in
Inches.
Totals.
f
i
1
li
2
3
4
Nash
2
1
3
1
1
8
1
2
4
1
1
1
1
2
1
4
2
1
1
1
1
1
1
16
7
3
Totals
2
10
6
6
4
3
3
34
Table No. VI.
Meters Repaired in Service.
. Make.
-a
o
Q
a
o
a
o
O
C3
1
3,
CO
a
1
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O
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1
3
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1
o
2
7
1
3
5
3
3
117
114
29
16
188
59
4
3
4
1
1
4
3
311
184
38
22
9
3
2
1
5
8
Trident
1
2
1
1
2
3
Hersey detector
19
4
4
2
23
King
3
15
30
1
55
Totals
27
28
291
290
4
18
658
536
City Document No. 22.
e
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150
249
145
100
IN
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Public Works Department.
537
Table No. VIII.
Causes for Meters Changed.
a
to
Make.
.2
g
1
1-5
o
B
c
1
o
1
"a
T3
1-
"S.
3
o
O
1
J
Pi
15
00
o
31?
3,152
88
?1
31
?14
184
176
?7
4,203
15
30
6
16
?
61
14
3
1
2
150
Crown
21
7
138
65
2
n
7
n
1
33
19
39
16
5
9
8
2
249
N&ah
145
12
5
?
22
13
10
9
3
8
4
2
42
8
. . . .
5
100
Trident
1
34
12
Worthington disc
80
791
94
141
6
297
230
17
21
12
1,689
3
9
1
17
4
1
35
15
2
100
8
22
3
19
2
21
28 . ...
3
3
210
1
17
King
22
238
77
14
3
11
3i
8
1
447
Totals
496
4,576
316
241
47
646
634
227
82
4
24
7,293
Table No. IX.
Meters Applied.
Make.
Diameter
IN Inches.
Totals.
1
i
1
U
2
3
4
1,085
1,175
828
6
6
2
6
1
12
11
28
5
26
3
6
9
7
4
6
8
3
1
1
1,155
1,194
King
846
6
Trident
6
5
3
1
1
8
Nash
1
11
3
3
1
1
1
1
1
17
11
7
3
37
1
Empire
21
21
Totals
3,153
47
37
32
26
5
3
3,303
538
City Document No. 22.
Waste Prevention Branch.
The following tables give in detail the operations of
this branch during the past year.
Table I.
Waste Prevention.
Premises examined . .
Special investigation .
Waste reports
Re-examinations ....
Found repaired
Not repaired
12,410
326
2.109
1,710
1,400
310
Table II.
Defective Fixtures and Waste
Tank fixture leaking
Faucets leaking
Pipes inside leaking
Pipes outside leaking
Metered premises leaking
Gates leaking
Hydrants leaking
Wilful waste
Fountains leaking
960
1,104
139
85
524
10
15
6
8
Public Works Department.
539
CQ
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City Document No. 22.
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541
Table No. III.
Total Number of Hydrants in System January 31, 1921.
o^Oh
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a
o
a
a
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City Proper (public)
" (private) ......
Roxbury (public)
" (private)
West Roxbury (public)
" (private) ....
Brighton (public)
" (private)
Dorchester (public)
" (private)
South Boston (public)
" (private)
East Boston (public)
" (private)
Charlestown (public)
* (private)
Hyde Park (public)
(private)
Deer Island (private
Long Island (private)
Thompson's Island (private) .
Gallop's Island (private) ....
Rainsford Island (private) . .
Quincy
500
4
379
54
228
115
3
38
63
1
184
62
169
1
24
019
556
3
523
298
720
,283
163
28
272
6
456
2
850
16
477
8
1,142
1
223
15
205
9
47
37
259
145
55
1.525
58
1,473
18
1,634
17
892
10
2,287
14
664
45
508
43
351
56
445
72
21
6
2
4
4
9
Total number (public)
Total number (private and
suburban)
1,453
30
604
4
3,432
21
3,931
137
145
55
163
115
9,779
379
542
City Document No. 22.
Table No. IV.
Total Number and Aggregate Length of Service Pipes of Various Sizes
Connected with System, January 31, 1921.
Size.
Total Number.
Aggregate Length
in Linear Feet.
J -inch. . .
|-inch
J-inch
1-inch. . . .
1 J-inch. . . ,
1 5-inch
2-inch . . . .
2^-inch
3-inch . . . .
4-inch . . .
6-inch
8-inch . . . .
10-inch
12-inch
16-inch
Totals
6,921
85,007
3,486
5,446
515
1,567
2,160
12
944
2,383
187
57
11
17
5
158,416
2,372,794
119,707
195,952
15,682
47,984
67,476
267
27,420
72,073
22,980
4,059
1,648
3,558
448
108,718
3,110,410
Public Works Department.
543
Table No. V.
Fountains in Service January 31, 1921.
ffi
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18
10
6
12
53
Roxbury
2
4
1
4
3
1
?
17
1
1
3
2
9
1
10
1
o
3
6
Dorchester
1
1
1
3
1
1
4
12
1
3
3
5
5
11
5
3
5
1
1
1
3
2
2
2
17
East Boston
12
?1
Hyde Park
1
1
5
Totals
S
1
1
23
35
34
9
17
25
153
Fountain Description.
B. Indicates fountain for beasts only. Continuous flow of water during year.
D. Indicates fountain for man and beast. Automatic fixtures for both.
G. Indieate.s fountain for man and beast. Hygiene bubble fixturefor man. Continuous
flow of water for man and beast all the year.
H. Indicates fountain for man only. Water of ordinary temperature. Hygienic bubble
fixtures controlled bv self-closing cocks. In service durinp warm weather.
I. Indicates taps on water posts, hydrants and fountains for watering hort-es.
J. Indicates fountains for man only. Cold water. H.vpiene bubble fixtures controlled
b.v self-closing cocks. In service during warm weather.
K. Indi'-ates fountain for man and beast, fitted with automatic fixtures controlled by
self-flosing cocks. Bubble fixture for man in warm weather. Continuous flow for
beasts all the vear.
L. Indicates fountain for man and beast, bubble fixtures for man and taps fitted for the
purpose of filling pails to water horses. Continuous flow for beasts all the year.
M. Indicates fountain for beasts only, fitted with taps for the purpose of filling pails to
water horses. Continuous flow for beasts all the year.
544
City Document No. 22.
Table No. VI.
Maintenance of Main Pipe.
Nature of Work.
Number,
of Jobs.
Total Cost.
Box tops renewed
Cleaning main pipes (by contractors)
Dead heads blown off
Gates leaking at packing
Gates inspected, located, oiled, salted, tested, etc. . .
Gate locations marked
Gates repaired
Gate boxes cleaned out
Gate box covers (74) and frames (78) 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)
Miscellaneous jobs
Totals
42
32
131
66
5,784
9,295
53
491
152
436
683
124
27
29
207
21
$383 29
1,007 48
365 62
396 42
3,823 67
1,957 36
1,851 51
166 03
1,301 75
10,285 79
6,683 25
3,532 51
2,896 61
2,179 06
2,470 88
547 32
17,655
S39,848 54
Public Works Department.
545
Table No. VII.
Hydrants Established and Abandoned.
Established.
Abandoned.
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4
1
2
1
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7
5
3
15
11
40
12
32
12
9
....
15
1
3
8
1
2
43
14
54
18
41
12
9
1
4
10
16
3
6
6
14
2
1
4
1
3
1
3
3
8
2
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1
2
3
4
11
6
11
1
3
2
5
16
3
2
3
1
43
Roxbury
15
West Roxbury . . .
36
Brighton
15
Dorchester
1
2
3
5
1
35
South Boston. . . .
2
East Boston
2
10
■ " (private)
1
0
Charlestown
3
1
1
1
1
2
1
1
5
Hyde Park
6
1
2
3
2
6
I 1
Total, public. . .
Total, private. .
4
4
1
2
21
135
1
22
16
205
1
48
10
20j 42 13
25
3
2
4
167
Table No. VIII.
Hydrant Repairs.
Cause of Trouble.
Number
of Jobs.
Net Cost.
Boxes raised.lowered, reset, repaired and renewed .
Barrels changed, relocated, reset and repaired. . . .
Frost
Gates defective
Paint worn off
Contractors, corporations, other departments and divisions.
Street construction and repairs
Repaving on account of repairs
Traffic
Hydrants inspected, oiled, cleaned, pumped and wasted.
Salt delivered to Fire Department, 3,092 sacks
2,258
457
3
2,306
181
114
243
140
79,156
85,546
S8,442 02
4,058 56
497 39
49 69
422 05
614 37
2,648 50
2,072 66
1,195 61
19,375 04
4,341 20
$43,717 09
546
City Document No. 22.
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Public Works Department.
547
Table No. X.
Cost of 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 ....
J-inch ....
149
38
6
7
6
12
3
90
3
1
4
3.555
1,018
127
240
148
299
64
1,337
78
7
392
$2,080 91
757 66
129 85
227 20
204 65
576 96
219 89
7,574 69
219 75
95 38
$3,114 98
1,185 61
106 71
93 74
139 10
290 33
191 08
4,638 87
112 95
62 67
$471 55
176 59
13 50
143 10
$545 00
112 00
$6,212 44
2,231 86
250 06
464 04
343 75
912 29
410 97
13,749 77
332 70
158 05
$41 79
58 73
41 68
69 15
57 29
76 02
116 99
152 77
110 90
158 05
$1 75
2 19
1 97
1 92
l)-inch. . . .
2 32
2-inch
45 00
3 05
3-inch
6 42
4-inch ....
1,536 21
10 28
6-inch ....
4 27
8-inch
22 58
16-inch
Totals...
319
7,265
$12,086 94
$9,936 04
$2,385 95
$657 00
$25,065 93
Table No. XI.
Cost of Service Pipes Abandoned and Plugged.
Size.
a
c
►J
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p5
c .
3
c
o
O
o
1
O
"3
%
1
1 ^
gift
<
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It
J-inch
J-inch
i-inch
1-inch
li-inch
li-inch
2-inch
4-inch
19
141
5
10
1
2
3
2
610
3181
89
221
23
30
82
39
$5 33
84 83
2 05
6 73
41
1 13
3 08
7 51
$143 82
1,697 85
35 57
119 24
7 13
21 31
57 42
22 78
$391 57
250 00
45 04
11 17
$149 15
2,174 25
287 62
125 97
7 54
22 44
105 54
41 46
$41 06
384 83
6 52
63 77
6 09
13 37
58 93
11 36
$108 09
1,789 42
281 10
62 20
1 45
9 07
46 61
30 10
$5 69
12 69
56 22
6 22
1 45
4 53
15 54
15 05
$0 18
56
3 27
29
07
S3
67
77
Totals . .
3-inch
183
1
1
1
4,275
19
69
39
$111 07
5 25
7 10
4 06
$2,105 12
14 26
38 69
22 11
$697 78
$2,913 97
19 51
45 79
26 17
$585 93
33 59
403 42
230 53
2,328 04
12-inch
16-inch
576 07
Totals . .
186
4,402 1 $127 48:
$2,180 18
$697 78
$3,005 44
$1,253 47
$1,751 97
548
City Document No. 22.
Table No. Xll.
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.
14
3
2
1
4
■ 7
198
25
41
21
68
113
$130 37
28 20
29 04
33 84
326 54
714 73
$44 65
6 63
6 40
4 50
87 63
167 76
$27 74
2 27
4 96
3 52
19 70
37 58
$202 76
37 10
40 40
41 86
433 87
920 07
$14 48
12 37
20 20
41 86
108 47
131 44
$1 02
1 48
99
1 99
3-inch
6 38
8 14
Totals
31
466
$1,262 72
$317 57
$95 77
$1,676 06
Table No. XIll.
Cost of Service Pipes, Replacing Others.
Size.
Laid.
flP^
Abandoned
AND Plugged.
J.S
0) u
6^
2 2
<
i-inch ....
J-inch. . . .
1-inch ....
l}-inoh
1 i-inch
2-inch....
3-inch . . . .
4-inch . . . .
6-inch ....
Totals
86
286
435
558
130
356
250
68
19
35
67
1,996
108
403
3
93
U7\
$132 83
208 66
395 59
101 71
399 87
453 56
304 57
109 66
131 92
$237 18
438 38
649 92
200 17
728 57
464 03
213 74
435 09
97 58
$34 88
156 57
185 22
71 13
25 00
176 25
$404 89
803 61
1,230 73
309 01
1,153 44
1,093 84
518 31
544 75
229 50
$36 78
66 97
58 61
51 50
72 09
84 14
129 58
272 38
229 50
$1 42
1 85
2 21
2 30
3 24
4 37
7 62
28 67
6 56
2,137
101
2,750 ' $2,238 37
$3,464 66
$585 05
$6,288 08
Public Works Department.
549
Table No. XIV.
Service Pipe Repairs.
Cause op Trouble.
Number
of Jobs.
Net Cost.
Boxes established, repaired, regulated and renewed
Cocks established, repaired and regulated
Gates defective
Electrolysis, ashes and rats
Defective pipes and settlement
Pipes regulated
Repairs on account of contractors, corporations, other depart-
ments and divisions.
Frost
Traffic
Repaved on account of repairs
Rust, dirt and fish
Street repairs
Uprights established, renewed, repaired, relocated and regulated
Off and on
Investigations
115
124
14
14
1,167
3
144
91
16
742
1,157
600
6,108
6,498
970
Sl,090 14
1,893 48
329 89
451 03
23,443 67
134 15
1,526 16
1,039 38
126 64
10,004 14
5,159 37
4,868 54
3,155 47
12,407 39
4,263 22
17,763
$69,892 67
Table No. XV.
Fountain Repairs.
Causes.
Number
of Jobs.
Cost.
Defective paving . . . .
Boxes raised to grade
Frozen
Relocated
General overhauling .
Hit by autos
Hit by teams
Defective cocks
Defective drains
Defective boxes
Defective covers ....
Faucets broken
New top
Hood loose
Leaks
Grating broken
Cleaning cooler
Totals
$3,297 05
550
City Document No. 22.
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Public Works Department.
551
Table No. XVII.
New Fountains Established.
Cost of
Material.
Cost of
Labor and
Teaming,
etc.
Total
Direct
Cost.
Credit
Stock
Returned.
Net
Direct
Cost.
South street, near Keyes street. West Roxbury
Ramsey street, at Dudley street, Dorchester
$39 54
87 42
$130 11
189 49
$169 65
276 91
$169 65
$2 64
274 27
Cost of fountains established and abandoned
$126 96
$319 60
$446 56
$2 64
$443 92
Table XVIII.
Water Posts Established and Abandoned,
Established.
Abandoned.
Curve street, opposite Hudson street, city proper
Bowdoin avenue, near Bowdoin street, Dorchester. . . .
Centre street, 25 feet north of Central street. West Rox-
bury.
Winthrop treet, near Hyde Park avenue, Hyde Park .
Albany street, at Curve street, city proper.
Jamaicaway, near Huntington avenue, Roxbury.
Riverway, between Longwood avenue and Bellevue
street, Roxbury.
Fenway, at Westland avenue, Roxbury.
1682 Centre street. West Roxbury.
Walter street, at Arnold Arboretum, West Roxbury.
Commonwealth avenue, at Chiswick road, Brighton.
Commonwealth avenue, at Sutherland road, Brighton
Commonwealth avenue, at Foster street, Brighton.
Chestnut Hill Reservoir Park, Brighton.
Commonwealth avenue, at Lake street, Brighton.
Hyde Park avenue, near Everett street, Hyde Park.
Washington street, at Gaylord street, Dorchester.
Cost of
Material.
Labor,
Teaming,
Paving,
etc.
Total
Direct
Cost.
Credit
Stock
Returned.
Net
Direct
Cost.
Cost of established and abandoned water posts.
$135 21
$334 68
$469 89
$317 38
$152 51
552
City Document No. 22.
Table No. XIX.
Water Post Repairs.
Causes.
Number
of Jobs.
Cost.
Renewed decayed boxes
Boxes raised to grade
New brick chambers
Renewed defective frames and covers
Shut off and let on
Relocated
Defective paving
Leaks caused by defective cocks
Leaks caused by defective valves ....
Hit by teams
Posts broken
Renewed broken arms
Defective stand pipes
Frozen
Cleaned
Totals
12
10
1
2
84
4
11
39
2
2
1
7
$222 72
80 54
61 13
21 96
137 29
96 27
150 22
548 01
5 75
3 81
29 13
84 96
74 34
2 25
13 14
183
$1,531 52
Table No. XX.
Meters Set for Meter Branch.
Number Set.
Size.
Cost of
Material.
Cost of Labor,
Teaming and
Car Fare.
Total Cost.
Outside.
Inside.
3
48
|-inch ....
|-inch ....
J-inch ....
1-inch ....
1 J-inch. . . .
2-inch
2-inch
3-mch
4-inch ....
$1 30
423 37
76 49
84 93
20 94
88 66
10 87
25 05
87 87
$7 65
515 69
73 32
83 93
22 62
74 15
11 81
39 34
270 11
$8 95
939 06
8
149 81
8
168 86
2
43 56
7
162 81
2
1
22 68
64 39
3
357 98
78
4
$819 48
$1,098 62
*$1,918 10
* Above is exclusive of cost of meters.
Public Works Department.
553
Table No. XXI.
Meters Repaired for Meter Branch
Causes.
Defective boxes
Boxes raised to grade
New brick chambers
Defective frames and covers
Meters leaking
Meters frozen
Meters relocated
Meters reset
Meters taken out
Meters changed
Meters tested
Meters cleaned
Defective paving
Totals
$7,867 58
554
City Document No. 22.
Table No.
Machine
Stock Manufactured
xxn.
Shop.
from the Rough,
Kind.
Number.
Labor.
40
Per Cent
Added.
Stock.
Cost
Each.
Total
Cost.
Ordinary post, No. 2
Batchelder & Finneran No. 1
Batchelder & Finneran, No. 2
4-inch gates
6-inch gates
8-inch gates
10-inch gates
12-inch gates
16-inch gates
{-inch sidewalk cocks
f-inch sidewalk cocks
1-inch sidewalk cocks
}-inch corporation cocks
}-inch corporation cocks
1-inch corporation cocks
li-inch corporation cocks
IJ-inch corporation cocks
}-inch coupling nuts , . . .
}-inch coupling nuts
1-inch coupling nuts
IJ-inch coupling nuts
2-inch coupling nuts '.
f-inch coupling tubes
{-inch coupling tubes
1-inch coupling tubes
{-inch male couplings
2-inch male couplings
li-inch bent couplings
2-inch bent couplings
IJ-inch combination couplings
2-inch combination couplings
{-inch meter nipples
2-inch meter nipples
{-inch solder nipples
1-inch iron plugs
Installing bushings in sidewalk uprights .
Hydrant wastes
Anti- freezing cocks
Totals.
46
23
30
48
118
23
3
10
7
354
15
27
914
87
115
24
93
1,344
504
229
27
41
2,927
738
261
333
52
53
25
50
17
80
180
200
22
971
472
100
$14 46
29 81
30 66
7 71
9 74
10 59
14 56
16 62
33 73
79
92
1 10
62
92
1 07
1 20
1 30
06
10
13
15
16
06
10
12
10
25
42
46
40
44
08
28
12
22
11
32
69
$20 24
41 73
42 92
10 79
13 64
14 83
20 38
23 27
47 22
1 11
1 29
1 54
87
1 29
1 50
1 68
1 82
08
14
IS
21
22
08
14
17
14
35
59
64
56
62
11
39
17
31
15
45
97
$40 14
56 40
54 03
11 70
20 53
31 79
47 91
61 41
92 32
1 14
1 38
1 62
40
63
1 07
1 67
2 19
06
11
17
36
49
04
10
14
11
69
1 13
1 55
90
1 27
19
55
11
06
1 00
36
1 28
$60 38
98 13
96 95
22 49
34 17
46 62
68 29
84 68
139 54
2 25
2 67
3 16
1 27
1 92
2 57
3 35
4 01
14
25
35
57
71
12
24
31
25
1 04
1 72
2 19
1 46
1 89
30
94
28
37
1 15
81
2 25
$2,777 48
2,256 99
2,908 50
1,079 52
4,032 06
1,072 26
204 87
846 80
976 78
796 50
40 05
85 32
1,160 78
167 04
295 55
80 40
372 93
188 16
126 00
80 15
15 39
29 11
351 24
177 12
80 91
83 25
54 08
91 16
54 75
73 00
32 13
24 00
169 20
56 00
8 14
1,116 65
382 32
225 00
$22,571 59
Public Works Department.
555
Table No. XXIII.
Machine Shop.
Stock Repaired and Miscellaneous Work.
Number.
Total Cost.
4-inch gates
6-inch gates
12-inch gates
16-inch gates
Lowry hydrants
Ordinary post hydrants
Made 100 i"j-inch bonnet keys for high pressure hydrants .
Stock consigned to junk (labor only)
Accommodation work for other services
Made one new jack
3
13
2
1
27
79
100
$5 87
39 83
9 46
11 02
178 62
788 41
16 50
15 43
11 36
6 30
Total .
$1,082 80
Table No. XXIV.
Blacksmith Shop.
Sharpened 5,380 picks, 654 bars and 1,742 chisels . . . $1,359 90
Made 675 various kinds of tools 555 02
Installed new power hammer in blacksmith shop, 710 Albany-
street 546 66
Repaired 5 various kinds of tools 30 88
Four wagons repaired 24 79
Made gate extension for Southampton street .... 8 79
Sharpened 25 drills for the Transit Commission .... 4 30
Repairs in stable, 710 Albany street . . . ... . 3 10
J,533 44
556
City Document No. 22.
Table No. XXV.
Carpenter Shop.
Stock Manufactured.
Number.
Total Cost.
Boston Lowry hydrant boxes at S11.82
Lowry livdrant boxes at $9.03
Meter boxes at $7.87
Small gate boxes at $7.55
Post hydrant boxes at $9.88
Large gate boxes at $9.25
Deacon meter boxes at $9.25
Boston hydrant boxes at $8.37 ,
Pieces for raising small gate boxes at $0.16 per inch
Pieces for raising Lowry hydrant boxes at $0.16 per inch.
Pieces for raising meter boxes at $0.16 per inch
Pieces for raising large gate boxes at $0.16 per inch
Tops for small gate boxes at $0.97
Tops for Lowry hydrant boxes at $1.21
Tops for post hydrant boxes at $1.21
Tops for large gate boxes at $1.09
Tops for Boston hydrant boxes at $1.09
Made wooden horses ,
Made shelves for Meter Department ,
42
37
40
30
12
10
4
6
2,734
1,739
1,457
176
65
38
22
10
3
29
3,832
S495 60
334 11
314 80
226 50
118 56
92 50
37 00
50 28
437 44
278 24
233 12
28 06
63 05
45 98
26 62
10 90
3 27
28 35
262 69
Totals.
$3,087 07
g station
opp
Table No. XXVI.
Carpenter Shop.
Alterations in Income Branch, City Hall Annex
Repaired 479 tools
General repairs in meter shop. 710 Albany street
Various repairs around yard, 710 Albany street
Repairs in machine shop, 710 Albany street
Repairs in auto repair shop, 710 Albany street
Repairs in auto annex, 710 Albany street
Enlarging garage in Dorchester yard
General repairs in Brighton yard .
Repairs on Orient Heights standpipe .
General repairs in stable, 710 Albany street
Repairs on harbor service boat, Water Crest
Boarded windows of Old West Roxbury pumpini
Metropolitan avenue
Built staging for painter, Congress street bridge
Repairs in garage, 710 Albany street
General repairs in Dorchester yard
Fitted up office. West Roxbury yard
Made 6.5 tools
General repairs in plumbing shop, 710 Albany street
Twelve wagon repairs
Repairs in office, 710 Albany street
Repaired door for high pressure fire service
Repairs in blue print room ....
Made truck for building department, City Hall
Repaired letter press for the Central Office .
Made filing box for Water Ser\'ice office, City Hall Annex
Boxed pattern for shipping to foundry (for Engineer Branch)
Repaired wheel guard on Beacon street bridge .
Total
,011
03
445
80
381
72
357 82
323 81
38 58
322 46
299 30
198 03
188
18
171
27
136 05
114
58
116
88
98
76
87
91
80
76
72
40
40
74
38
77
22
41
19
77
17 23
16
15
9
73
8 68
14
30
2
53
$4,708 55
Public Works Department. 557
Table No. XXVH.
Plumbing Shop.
Installed hot water boiler in auto repair shoj), 710 Albany
street $415 10
New plumbing fixtures in West Roxbury yard .... 313 68
Repaired 174 tools 198 90
Accommodation work for other services . ... 189 36
Installed hot water boiler in machine shop, 710 Albany street 133 79
Installed hot water boiler in meter room, 710 Albany street 119 09
Repairs on Orient Heights standpipe 108 87
Repaired 34 i^umps 79 43
Repairs in machine shop, 710 Alban}^ street .... 65 67
Connected hot water tank in plumbing shop, 710 Albany street 51 83
Relined sink in Blue Print room. City Hall 50 96
Various repairs around vard, 710 Albany street .... 40 86
Made 3 new tools . " . 27 70
Repairs in stable, 710 Albany street 14 47
Repairs in office, 710 Albany street 6 27
$1,815 98
Table No. XVMI. ^"'"'~"
Miscellaneous.
Waste survey by the Pitometer Company in the Charlestown
district $4,957 13
Waste survey by the Pitometer Company in the South Boston
district . . . . . . 3,766 97
Waste survey by the Pitometer Company in part of the South
End district . . . . . . . . . . 3,125 72
Waste survey by the Pitometer Company in the Brighton
district . . . . . 3,125 72
Fort3'-one hundred and twenty-four inspections of patch paving, 2,586 32
Accommodation work for private persons and corporations . 1,003 48
Completed thawing outfit 794 02
Accommodation work for other services and departments . 875 87
Installed heating apparatus in building. 710 Albany street . 535 08
Fifteen Deacon meter boxes renewed at various locations . 402 21
General repairs and work done in auto repair shop, 710 Albany
street 149 79
Repairs in meter department, 710 Albany street . . 128 92
Finished wiring building, 710 Albany street .... 106 49
Repairs on Orient Heights Standpipe 80 53
Repairs in machine shop, 710 Albany street .... 96 07
Repairs on tools 211 72
Concealing telephone wires in Income Branch, City HaU An-
nex 80 50
Repairs in blacksmith shop, 710 Albany street .... 74 27
Repairs in engine room, 710 Albany street .... 89 69
Delivering water to contractors, corporations and other services, 64 01
Froze post hydrant for experimental purposes . ' . . . 51 98
Miscellaneous work 55 71
Repairs in stable, 710 Albany street 52 46
General repairs and work done in garage, 710 Albany street . 48 99
Repairs in carpenter shop, 710 Albany street .... 43 52
Melted lead pipe pieces into pig lead 40 20
Wiring Dorchester garage 34 30
Filhng up chambers at abandoned East Boston reservoir . 33 87
Installed hot water jacket in Brighton yard .... 24 25
Various repairs around yard, 710 Albany street ... 65 26
Repairs in office, 710 Albany street 14 45
Installed telephone in emergency room, 710 Albany street . 14 59
Repaired lights in Charlestown yard 5 44
$19,613 81
558
City Document No. 22.
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City Document No. 22.
pL, (^ CL, Clj Ph
•(eaqoui)
CI (M OI (M
Ci OO iC OC' »-i
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P3 O
Average Monthly Heights, in Feet, Above Boston City Base to Which Water Rose at Different Stations.
Southern High Service.
Northern High Service.
1920.
City Hall.
Engine House
No. 24, Quincy
and Warren
Streets,
Roxbury.
Engine House
No. 20, Walnut
Street,
Neponset.
Engine House
No. 19. Nor-
follc Street,
Mattapan.
Engine House
No. 28,
Centre, near
Green Street,
Jamaica Plain.
Engine House
No. 30,
Centre, near
Bellevue Street,
West Roxbury.
Engine House
No. 45,
Washington and
Poplar Streets,
Roslindale.
Engine House
No, 29,
Ciiestnut 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.
9 a.m.
3 a. m.
9 a.m.
245
245
247
248
249
248
247
247
247
247
247
247
231
233
232
233
232
233
231
232
230
230
232
232
238
239
240
242
244
242
242
242
242
241
242
243
225
226
226
228
228
226
228
229
227
22S
227
229
235
236
240
243
243
240
239
239
241
239
240
240
. 220
225
224
227
225
225
224
226
226
224
226
225
228
230
231
234
233
235
232
233
236
229
227
235
219
221
219
221
221
219
219
218
225
225
225
226
237
235
238
237
238
236
238
239
233
234
234
235
227
228
229
228
229
228 ]
:
228
233
226
227
231
227}
249
250
250
251
250
249
250
248
248
246
251
250
238
239
239
239
239
238
238
238
237
237
231
239
242
243
245
246
245
245
245
244
244
245
246
245
235
236
237
237
237
236
236
237
236
235
238
238
253
253
247
255
250
250
254
251
254
246
251
251
246
247
244
246
243
243
244
246
245
245
246
249
247
247
248
249
246
246
247
248
248
249
249
248
233
237
235
237
238
238
237
237
236
236
236
237
161
161
163
162
163
164
164
166
166
166
165
165
156
157
April
154
154
155
156
156
156
156
155
154
149
148
149
149
150
150
150
149
148
156
May
157
July
158
August
September
159
159
159
November
December
159
159
Average
Monthly Heights,
in Feet, Above Boston City
Base in Which Water Rose at Different Stations.
Low Ser^^ice.
1920.
Chestnut Hill
PumpingStation
Brighton.
Engine House
No. 34,
Western Avenue,
Brighton.
Boston
Common.
Engine House
No. 8,
Salem Street,
City Proper.
Enisine House
No 7.
East Street,
Cijty Proper.
Engine House
No. 3S,
Congress and
Farnsworth
Streets,
South Boston
Engine House
No. 2,
Fourth and 0
Streets,
South Boston.
Water Serv-
ice Yard,
710 Albany
Street,
South End.
Water Serv-
ice Yard,
Gibson Street,
Dorchester.
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 b. m.
9 a.m.
152
153
153
152
153
153
153
153
153
153
152
153
166
166
166
167
166
167
167
166
167
167
167
167
144
143 -
146
150
150
150
149
149
151
148
150
150
144
142
145
150
152
150
147
147
149
145
147
149
144
141
143
146
148
147
147
147
149
149
150
149
142
137
139
142
140
142
140
141
144
143
145
146
l-!t4
14 3
14,8
Ifil
l!i2
ir.o
i;-.o
i; -,o
i; 50
loO
1 51
1 il
139
139
140
146
143
145
141
142
143
145
145
146
144
143
147
151
151
150
151
151
150
152
151
150
136
139
142
146
143
145
142
143
142
143
146
146
138
140
148
151
152
150
150
150
150
148
151
150
130
135
139
143
141
143
141
142
141
135
142
144
146
146
149
153
152
152
151
152
151
152
152
150
146
144
146
149
144
147
146
147
147
148
149
148
147
145
149
151
152
148
149
150
150
149
149
149
134
February . . .
March
April
May
June
July
155
157
160
161
161
160
150
153
154
153
154
151
138
140
143
140
138
142
141
141
141
142
140
Public Works Department.
565
WATERWORKS STATISTICS — CITY OF BOSTON.
For the Fisc.a.l Year Ending January 31, 1921.
Consumption.
Estimated population supplied .
Total consumption for the year 1920
Passed through meters for the year 1920
Percentage of consumption metered
Dail}^ average consumption for the year 1920
Gallons per day to each consumer
Distribution.
Mains.
Kind of pipe . Cast iron.
Sizes: 4-inch to 48-inch.
Extended miles: 2.73.
Sizes, enlarged miles: 4.42.
Total miles now in use : 878 . 67.
Public hydrants added: 38.
Public hydrants now in use: 9,779.
Stop gates added: 85.
Stop gates now in use: 13,135.
Number of blow-offs: G64.
Range of pressure in main: 30 to 90 pounds.
751,810
34,418,551,000 gallons.
17,456,285,250 gallons.
50.7
94,297,400 gallons.
125 gallons.
Table Shotidng 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.
YE.4R.
a)
o
So
1
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So
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O.SP
Daily Consumption
in Metropolitan
District.
(Gallons.)
s s
oQ p.
1908
1909
1910
1911
1912
1913
1914
1915
1916
1917
1918
1919
1920
94,960
96,132
93,780
95,037
99,700
• 101,100
102,449
103,980
105,386
105,352
105,458
108,568
108,718
5,380
12,048
18,467
25,206
*34,505
41,168
48,091
54,458
00,129
63,071
63,187
64,078
67,392
5.7
12.5
19.7
26.5
34.8
40.7
46 9
52.3
57.5
59.9
59.9
59.0
62.0
643,810
659,110
674,400
688,520
718,900
735,098
747,830
t 745,580
746,130
746,680
747,830
747,780
t 751,810
98,379,300
94,029,900
87,346,700
85,571,500
90,037,500
79,390,600
81,877,800
77,651,800
80,358,800
82,073,200
94,634,000
89,652,400
94,297,400
153
143
130
124
125
108
109
114
108
110
127
120
125
973,320
997,760
1,022,230
1,046,630
1,086,690
1,104,263
1,134,180
1,160,750
1,171,000
1,181,240
1,191,480
1,201,730
1,213,430
125,441,000
119,119.100
112,092,100
109,994,800
116,230,700
103,847,700
107,036,100
101,941,500
106,337,800
110,032,300
129,764,000
120,593,500
127,265.500
129
119
110
105
107
94
94
88
90
93
109
100
105
* 2,562 services and 1,540 meters acquired by annexation of Hyde Park.
t Actual Cenaua.
566 City Document No. 22.
HIGH PRESSURE FIRE SERVICE.
Five thousand nine hundred linear feet of 12-inch,
16-inch and 20-inch mains were laid during the year
in extension of the existing system.
The necessary leases for space and agreements for
power have been entered into with the Boston Elevated
Railway Company and the Edison Electric Illuminating
Company for the establishment of two pumping sta-
tions, one at Lincoln Power Station of the Boston Ele-
vated Railway Company, corner Battery and Com-
merical streets and one at the Third Station Property
of the Edison Electric Illuminating Company on
Atlantic avenue opposite Pearl street.
A contract has been made with the Westinghouse
Electric and Manufacturing Company for furnishing
and installing the following equipment:
At Lincoln Power Station. — Two steam turbine-
driven, 3-stage centrifugal pumps with a capacity of
3,000 gallons per minute each at 300 pounds pressure,
and a capacity of 4,550 gallons per minute at 200
pounds pressure.
At Edison Station, Atlantic Avenue. — Two motor-
driven, 4-stage centrifugal pumps with a capacity of
3,000 gallons per minute at 300 pounds pressure and a
capacity of 4,350 gallons per minute at 200 pounds
pressure.
Work is now in progress on this contract which in-
cludes complete pumping units with the necessary suc-
tion and discharge pipes for each station.
The suction and discharge mains from the Distribu-
tion System in Atlantic avenue and Commercial street
to the two pumping stations are now being laid.
Financial Statement for the Year Ending January 31, 1921.
Appropriations to January 31, 1921 .
. . $1,300,000 00
Expended to January 31, 1920 .
. $921,477 94
Expenditures during the year 1920-21:
Salaries and wages :
Engineers and
assistants . $5,275 73
Inspectors . 5,276 82
Laborers . 1,239 00
Carried forward, $11,791 55
$921,477 94 $1,300,000 00
Public Works Department.
567
Brought forward, $11,791 55
Mechanics . 27 50
Foreman . 7 67
$921,477 94 $1,300,000 00
Total pay roll .
. $11,826 72
Construction of distribution sys-
tem ....
77,280 66
Water pipes and castings
6,311 13
Paving ....
3,250 07
Traveling expenses
372 41
Printing
120 87
Professional services
91 12
Tools and repairs, hardware
5 and
small supplies .
85 33
Telephones
59 94
Advertising
27 00
Stationery
24 68
Meals ....
20 00
Teaming, freight, etc. .
10 50
Electric lighting .
9 00
Engineers' supplies
7 20
Fuel ....
6 05
Total expenditures, 1920-21
Total expenditures to January 31, 1921
99,502 68
1,020,980 62
Unexpended balance January 31, 1921 $279,019 38
568 City Document No. 22.
APPENDIX F.
REPORT OF THF BOSTON AND CAMBRIDGE
BRIDGE COMMISSION.
Boston, February 1, 1921.
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 31, 1921.
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, Har-
vard, 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, the same is taken from the appropriation for
the Bridge and Ferry Division, Bridge Service. The
amount expended during the fiscal year ending January
31, 1921, was $26,783.42.
Brookline Street Bridge (Over Charles River at
Cottage Farm).
A contract with W. S. Rendle was approved on
September 10, 1920, for placing some piles in order to
make the bridge safe temporarily. The work was com-
pleted November 10, 1920.
On this same bridge a contract was awarded to John
B. Dolan, approved November 5, 1920, for repairs to
the flooring of the bridge.
Some yellow pine underplank was placed over the
tracks of the Boston & Albany Railroad in place of the
rotted plank and a wood block flooring was laid on top.
Public Works Department. 569
Patching was done on various other parts of the bridge
in order to make the bridge safe for travel. This work
was completed on December 16, 1920.
Harvard Bridge.
The draw span of this bridge was sheathed twice and
considerable repairs made to the underplanking. Exten-
sive sidewalk repairs have been made to this bridge.
Prison Point Bridge.
This bridge was sheathed once and repairs made to
the underplanking and stringers.
River Street Bridge and Western Avenue Bridge
Over Charles River.
These bridges were each sheathed once and some rotten
underplank in each bridge was replaced.
Respectfully submitted,
Thomas F. Sullivan,
Commissioner for the City of Boston.
570
City Document No. 22.
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573
DOCUMENT NUMBERS OF ANNUAL REPORTS OF THE
PUBLIC WORKS DEPARTMENT.
Name of Document.
For
Year.
Pub.
Year.
1911
1912
1912
1913
1913
1914
1914
1915
1915
1916
1916
1917
1917
1918
1918
1919
1919
1920
1920
1921
No. of
Doo.
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
29
29
26
26
26
26
26
26
26
22
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