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Full text of "Annual report of the Public Works Department, for the year .."

^ 




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 . . 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 

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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31 



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35 



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36 



City Document No. 22. 






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37 



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38 



City Document No. 22. 



CS 

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Public Works Department. 



39 



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40 



City Document No. 22. 



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55 



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58 



City Document No. 22. 



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 


7.0 

5.1 

T. 

6.1 

0.2 

6.7 


4.8 

.30 . .3 

33.0 

4.2 

0.7 

9.5 


13.1 
8.9 

12.9 
9.1 
2.2 
7.0 


13.8 

5.7 
12.8 

4.2 

T. 

8.4 


4.1 
6.2 
2.4 

0.2 
2.9 


34.8 

32.5 

11.0 

2.0 




1.8 


December 


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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60 



City Document No. 22. 



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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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78 



City Document No. 22. 



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 

3 

154 

315 

168 

1 

11 

*29 

2 
67 
58 

5 
21 
13 

7 
14 
43 



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. 


Title. 


— 6 

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1 


1 

1 








1 




1 

2 


4 












4 


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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 


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3 
2 

1 










3 


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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 

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a 


0) 


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1 

a 


a 
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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 


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1 

w 


>> 

03 

'c 

03 
CO 


c 

03 






bi) 

1 

3 


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445 

1 


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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 






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3 


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3 


Services. 
1920-21. 


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3 




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6 






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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 incheg. 
45 " " 


Boston Elevated Railw'ay 








Charlestown to Everett 

Boston to Charlestown 


., 


75 " " 


Boston & Maine Railroad, Eastern 
Division. 


39 " 8 " 


Boston & Maine Railroad, Eastern 


Over Miller's river. . 




35 " " 


Division. 






Boston & Maine Railroad, Fitchburg 
Division. 


Boston to Charlestown 




36 " " 


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


" " 




36 " 7 « 


Boston & Maine Railroad, (freight). 
Southern Division. 


Boston to East Cambridge .... 




40 " " 


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 " " 


f Rrnnklinp strppt 


40 " " 


* Cambridge 






50 " " 








36 " 6 " 


Charles River Dam (lock) . . . 






45 " " 


Charlestown (main channel) 


Boston to Charlestown ] 

J 


2 


50 " " 
,49 « 9 " 


Charlestown (north channel) 


Chelsea (north channel) 


Charlestown to Chelsea 


2 


125 " " 


Chelsea (south channel) 






49 " " 


Chelsea street 


East Boston to Chelsea 

Over Fort Point channel 




60 " " 




50 " " 


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. 
" " 




" " 


Harvard (Boston side) ... . . 


" 7 " 


Harvard (Cambridge side) 


" " 


Maiden 


« Q <I 


Meridian street 


" " 


Neponset (temporary) 




New York, New Haven & Hartford 
Railroad. 

New York, New Haven & Hartford 


Over Fort Point channel 

Dorchester to Quincy 


« 8 " 
« « 


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 


" " 


Riiinrnpr st.rppt. 


u 3 u 


Victory 


" " 


Warren 


Boston to Charlestown 

Brighton to Cambridge 

Brighton to Watertown 


u Q a 


Western avenue 


" « 


Western avenue 


" " 







* Drawless channelway; clear headroom of 12 feet above basin level (about elevation 8.0). 









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113 



114 City Document No. 22. 



ELEVATIONS AND DATUM PLANES REFERRED 
TO BOSTON CITY BASE. 



Feet. 

* . 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. 

. 00 Metropolitan Park Commission base. 
+0.64 State Department of Public Works, Division 
of Waterways and Public Lands. 
. 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. 
. 00 Mean low water about 1830. j 
f . 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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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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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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Public Works Department. 



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. 



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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 


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1,962 07 


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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 



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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 
00 
00 



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 7 

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 

$1,28 7 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 

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 6 1 

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 

$1 7,551 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 8 6 

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 1 

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 7 2 

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." 



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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 
1 
1 

O 


a 
o 

.SP 

M 


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c 

§* 

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'6 


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o 
H 


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 
.a 

3 

o 

M 


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o 

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a 
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o 

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o 

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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. 



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340 



City Document No. 22. 



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341 



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342 



City Document No. 22. 



r=?W 



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Public Works Department. 



343 



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344 



City Document No. 22. 



O ^ -H^ 



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Public Works Department. 



345 



on 


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346 



City Document No. 22. 



OS a 



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Public Works Department. 



347 



C) •-! 



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348 



City Document No. 22. 



o 



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Public Works Department. 



349 



O ,-c ^ 







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350 



City Document No. 22. 



5-2 






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Public Works Department. 



351 



f-< O) 1-1 rt 



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City Document No. 22. 



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379 



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381 



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385 







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Public Works Department. 



413 



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414 



City Document No. 22. 



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Public Works Department. 



415 





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416 



City Document No. 22. 



3 

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CM 


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417 



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418 



City Document No. 22. 



3 

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Public Works Department. 



419 



CO -H 



<M Ci CI <M 



IN CI IN !N 

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420 



City Document No. 22. 



CCt 






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CO 




CO 




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421 



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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 



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13 25 



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* 06 



13 50 
* 06 



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16 35 



16 35 



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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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SEW'ER CONSTRUCTION. 



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SEWER CONSTRUCTION — Comluded. 



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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] 


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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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