addendum no. 2 tender call no. 321-2018 contract no. … · maintenance holes." – ... -...

Michael Pacholok

Chief Purchasing Officer

Chief Purchasing Officer.

Purchasing and Materials Management Division City Hall, 18th Floor, West Tower 100 Queen Street West Toronto, Ontario M5H 2N2

Sabrina Dipietro

Acting Manager, Construction Services

January 25, 2019 Via Website posting (4 pages + 16 Attachment pages)

ADDENDUM NO. 2

TENDER CALL NO. 321-2018

CONTRACT NO. 19ECS-TI-13LR

FOR: Local Road Resurfacing in Wards 1,2,3,4,5,6,7,8, 9,10,11,12,13,14, and 15.

CLOSING DATE: 12:00 NOON (LOCAL TIME), February 5, 2019 Please refer to the above Request for Tender (RFT) document in your possession and be advised of the following information: 1. Revised

i. Section 3: Tender Submission Package – Pricing Form

Delete Pages 3-19 to 3-25 of the Pricing form and replace with the attached revised pages 3-19 to 3-25 (7 pages).

- "Line item 6: Temporary class 1 non-woven geotextile fabric silt control for maintenance holes." – revised standard references

- "Line item 18: Remove asphalt driveways - all thicknesses" – revised quantity

- "Line item 21: Remove asphalt or concrete curb, curb and gutter" – revised standard references

- "Line item 24: Supplemental fee for asbestos disposal for curb or sidewalk removal when adjacent to asbestos containing asphalt - up to 600 mm over-break" – revised quantity

- "Line item 28: Cold milling of asphalt pavement - up to 50 mm depth" – revised quantity

- "Line item 29: Cold milling of asphalt pavement - up to 100 mm depth" – revised quantity

- "Line item 30: Cold wet milling of asphalt pavement containing asbestos - up to 100 mm depth" – revised quantity

- "Line item 34: Catchbasin frame and grate adjustment" – revised standard references

- "Line item 37: Utility and valve chamber adjustment" – revised standard references

1 of 20

- 2 -

- "Line item 38: Flexible pavement - full depth base repair, up to 400 mm depth" – revised quantity

- "Line item 39: Flexible pavement with asbestos - full depth base repair, up to 400 mm depth" – revised quantity

- "Line item 43: Re-channel and fine grade ditches" – revised standard references

- "Line item 46: Construct monolithic concrete curb and sidewalk" – revised standard references

- "Line item 51: Residential asphalt driveway - hot mix" – revised quantity

- "Line item 52: Commercial asphalt driveway - hot mix" – revised quantity

- "Line item 55: Remove residential driveway return curbs - all types, and replace with poured-in-place concrete return curbs" – revised description

- "Line item 58: Superpave 12.5 FC1, Traffic Category C, PG 64-28" – revised quantity

- "Line item 60: Repair of major cracks in asphalt" – revised quantity

- "Line item 61: Repair of major cracks in asbestos-containing asphalt" – revised quantity

- "Line item 72: Supply police officer for Traffic Control, rate to include police administration fee" – revised quantity

ii. Section 4: Table 4 – Street Summary

Delete Table 4 in its entirety and replace with the revised table affixed to this addendum. (5 pages)

Revisions have been made to the school zone and asbestos classifications, and asphalt driveway quantities for various streets.

iii. Removal Drawings

Delete the following removal drawings, to be replaced with the revised drawings affixed to this addendum.

- Ava Road (2 pages)

- Rosemary Lane (2 pages)

2. Clarification

Bidders shall refer to the Greenbrook Drive as-built drawings provided in the original Tender call for detailed drawings of the existing speed humps to be replaced as-is on this street.

3. Questions/Answers: Q1: As per item 6 of & item 8.2C of Section 2, and item 3 of section 5A, the successful

contractor must have and produce a valid “Certificate of Recognition COR” for the life

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- 3 -

of the contract. What are the minimum requirements and amount of work required to be completed by this successful contractor? If a contractor is basically a GC and not completing a substantial amount of the project thus allowing other major contractors that have not qualified for “COR” to bid and complete projects without meeting the above requirements as a Subcontractor. As everyone that completed “COR” knows there is a substantial cost and overhead required to qualify and maintain this status. Will the City of Toronto allow a Contractor to be the low bidder that does not complete a substantial amount of the contract or any of the Major Critical Path items?

A1: At this point in time the General Contractor must be COR certified, subcontractors will not be expected to hold COR certification, but they will be expected to adhere to the certified General Contractor’s Health and Safety Program.

Q2: Item 11 of Section 4A (GN125SS) states that the cost of the Bond will be paid monthly

at approx. 1.25% of the monthly draw. The cost of the Bond for this particular Bid is substantial. Will the City change this to paying the Bond amount in full on the first Draw. Payment of the invoice to Bonding companies is usually due at that time.

A2: Regarding GN130SS – Payment of Bonds As per the existing specification:

Payment for bonding, to include both Performance and Labour and Material Payment

Bonds, shall be full compensation to cover all of the Work including all labour,

Equipment and Material as well as any Change in the Work approved by the City and

paid for from the contingency allowance.

The City will pay the price bid by the Contractor for bonding, Performance and Labour and Material Payment Bonds, on the pricing form by adding a charge of up to 1.25% of the total contract price to each progress payment until the entire cost of bonding as bid is paid.

Q3: Utility Locates. SP3 in Section 4A states that “it is the contractor’s responsibility to

ensure that all Contract Work is completed within the number of Working Days or within the schedule outlined in the Contract. No extension of Contract Time shall be permitted for meeting the requirements of this Supplementary Specification”. As we all know last year locates from some Utility Locators were taking up to 30 calendar days when they should be only taking 10 working days. Also private locators cannot located Bell or Gas on public property. This clause is putting undue, punitive and financial risk on the contractor. There is only one choice to call for most utilities and no recourse if they fail to meet there mandated requirements. Can the City review SP3. An extension of time should be allowed with proper documentation of located requests in a timely manner.

A3: No changes will be made to the special provision at this time. Bidders are referred to

the Ontario Underground Infrastructure Notification System Act for escalation procedures if locate requests are not fulfilled within 5 business days of the request.

Q4: Can the closing date be extended to Feb 8. There are a lot of plans and specs to be

reviewed so a competitive bid can be submitted. A4: No extension of the tender closing date will be given at this time.

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-4-

05: The tender stales that lm of sod will be restored behind the curb and lm of sod onboth side of the sidewalk and included in unit price for both. If only O.5m of sod isdisturbed behind the curb or sidewalk is the contractor still expected to restore the fullim of sod?

Will the city add a topsoil and sod item to compensate the grade differences from theexisting curbs and sidewalk with the boulevards in order to correct this issue?

A5: No changes will be made to the tender documents at this time. The scope of thisproject is for state of good repairs and general maintenance purposes

Should you have any questions regarding this addendum, contact Christina Kysym by email [email protected]. Please attach this addendum to your RET document and begoverned accordingly. Bidders must acknowledge receipt of all addenda on the spaceprovided on the Tender Call Cover Page as per the Process Terms and Conditions, Section 1,Item 10 - Addenda, of the Tender Call document. All other aspects of the Tender remain thesame.

Yo strul

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SaDjpietroyAcfjjMiiager, Construction ServicesPuràhasing and Materials Management

4 of 20

SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM

Contract No. 19ECS-TI-13LR

Item Standard/ Special

Specification

Description Estimated Quantity

Unit Unit PriceAdden-dum No.

Standard/ Special Drawing

Tender Call No.TCN 321-2018

Total Per Item

Part A General

1 TS 1.10/ SP4 Field office each$_________ $_________2.00

2 TS 1.00/ GN102SP / SP 29 / GN105SS / RD419SS

Traffic Control lump sum

$_________ $_________1.00

3 GN101SP Capital improvement project construction signs

each$_________ $_________15.00

4 SP 15 / SW303SS

Clean out existing catch basins and sumps

each$_________ $_________943.00

5 OPSS 1860 Temporary class 1 non-woven geotextile fabric silt control for catch basins

each$_________ $_________874.00

6 OPSS 1860 Temporary class 1 non-woven geotextile fabric silt control for maintenance holes.

each$_________

2$_________710.00

7 SP 49 Temporary Silt Sack or engineer-approved equivalent silt control for catch basins within TRCA limits

each$_________ $_________69.00

8 SP 49 Temporary Silt Sack or engineer-approved equivalent silt control for maintenance holes within TRCA limits

each$_________ $_________70.00

9 SP 49 Temporary sediment control fence m$_________ $_________1,400.00

10 GN132SS Mobilization and demobilization lump sum

$_________ $_________1.00

11 GN131SS Payment for all insurance lump sum

$_________ $_________1.00

12 GN130SS Payment for bonds lump sum

$_________ $_________1.00

13 SP 10 / SP 11

Full time arborist lump sum

$_________ $_________1.00

14 SP 10 / SP 11

Tree root exposure using pneumatic (air) excavation or by using low pressure hydraulic (water) excavation

hr$_________ $_________382.00

15 SP 10 / SP 11

Pruning of tree roots or crown greater than 5 cm in diameter by an arborist - per tree

each226.00$200.00 $45,200.00

Jan 24, 2019 19 Page 3 -5 of 20




Specification





Total Per Item

16 SP 9 Site topographic survey m$_________ $_________5,233.75

17 GN114SP Pre-construction photos and videos lump sum

$_________ $_________1.00

Total For Part A General

Part B Local Roads

18 TS 510/ SP 30 / GN106SS

Remove asphalt driveways - all thicknesses

m2$_________

2$_________22,023.00

19 TS 510/ SP 30 / GN106SS

Remove concrete driveways - all thicknesses

m2$_________ $_________2,147.00

20 TS 3.80/TS 510/ SP 30 / RD411SS

Remove, salvage and replace pavers, all types - granular base

m2$_________ $_________

T-561.030-2 2,556.00

21 GN106SS / RD407SS/ SP 9 / SP 17 / SP 30

Remove asphalt or concrete curb, curb and gutter

m$_________

2$_________31,407.00

22 SP 30 / SP 33

Remove brick gutter m$_________ $_________1,900.00

23 TS 510/ SP 9 / SP 18 / SP 30 / GN106SS

Remove concrete sidewalk including curb monolithic with sidewalk, all thicknesses

m2$_________ $_________11,328.00

24 TS510 / GN106SS/ SP21

Supplemental fee for asbestos disposal for curb or sidewalk removal when adjacent to asbestos containing asphalt - up to 600 mm over-break

m$_________

2$_________3,446.00

25 TS 510/ SP 18 / SP 30 / GN106SS

Remove concrete or asphalt sidewalk, all thicknesses

m2$_________ $_________20,672.00

26 TS 510/ SP 30 / GN106SS

Remove asphalt boulevard - all thicknesses

m2$_________ $_________530.00

27 TS 510/ SP 26 / SP 27 / SP 28 / SP 30 / SP 31

Remove corrugated steel pipe culverts - up to 300 mm diameter

m$_________ $_________1,093.00

28 TS 3.15/ SP 38 / GN121SS

Cold milling of asphalt pavement - up to 50 mm depth

m2 2 248,490.00 $_________ $_________

29 TS 3.15/ SP 38 / GN121SS

Cold milling of asphalt pavement - up to 100 mm depth

m2$_________

2$_________33,158.00

Jan 24, 2019 20 Page 3 -6 of 20




Specification





Total Per Item

30 SP 38 Cold wet milling of asphalt pavement containing asbestos - up to 100 mm depth

t$_________

2$_________3,370.00

31 SP 23 / SP 30

Remove and replace residential shoulder

m2$_________ $_________1,197.00

32 SP 24 / SP 30

Remove and replace industrial asphalt shoulder

m2$_________ $_________309.00

33 TS 510/TS 4.01/TS 401/TS 4.50/ SP 22 / SP 30

Remove and replace cast iron catchbasin frame and grate to raised frame and circular grate

each$_________ $_________OPSD

400.070626.00

34 TS4.50/ SP 30 / SP 36

Catchbasin frame and grate adjustment

each$_________

2$_________857.00

35 TS 510/TS 4.01/TS 401/TS 4.50/ SP 22 / SP 30

Remove and replace cast iron maintenance hole frame and cover - Type A/B cover and square frame

each$_________ $_________OPSD

401.010619.00

36 SP 30 / SP 36

Maintenance hole frame and cover adjustment

each$_________ $_________699.00

37 TS4.50/ SP 30 / SP 37

Utility and valve chamber adjustment each$_________

2$_________10.00

38 SP 30 / SP 34

Flexible pavement - full depth base repair, up to 400 mm depth

m2 2 31,921.00$50.00 $1,596,050.00

39 SP 30 / SP34

Flexible pavement with asbestos - full depth base repair, up to 400 mm depth

m2 2 2,822.00$90.00 $253,980.00

40 TS 1350/TS 1010/TS 3.45/TS 2.10/ SP 30 / SP 34 / GN106SS

Concrete road base repair - 150 mm thick

m29,087.00$80.00 $726,960.00

41 SP 30 / SP 34

Concrete road with asbestos base repair - 150 mm thick

m23,051.00$80.00 $244,080.00

42 OPSS 1801/ SP 26 / SP 27 / SP 28 / SP 30 / SP 31

300 mm diameter, corrugated steel pipe culvert

m$_________ $_________1,093.00

43 TS2.10/ SP 26 / SP 27 / SP 28 / SP 30 / SP 31

Re-channel and fine grade ditches m$_________

2$_________4,585.00

Jan 24, 2019 21 Page 3 -7 of 20




Specification





Total Per Item

44 TS 3.70/TS 1350/TS 2.10/ SP 18 / SP 30 / GN106SS / RD424SS

Concrete sidewalk - 130 mm thick m2$_________ $_________T-310.010-1

/T-310.010-2/T-310.010-6/T-310.010-7/T-310.010-9/T-310.010-5/T-310.010-11

18,874.00

45 TS 3.70/TS 1350/TS 2.10/ SP 18 / SP 30 / GN106SS / RD424SS

Concrete sidewalk - 180 mm thick m2$_________ $_________T-310.010-1

/T-310.010-2/T-310.010-6/T-310.010-7/T-310.010-9/T-310.010-5/T-310.010-11

1,806.00

46 SP 18 / SP 20 / SP 21 / SP 30

Construct monolithic concrete curb and sidewalk

m2$_________

2$_________T-310.010-1

/ T-310.010-5 / T-310.010-4

11,328.00

47 TS 3.70/ SP 30

Tactile walking surface indicator m$_________ $_________T-310.030-1

0/T-310.030-11

866.00

48 TS 3.50/TS 2.10/ SP 9 / SP 17 / SP 20 / SP 21 / SP 30

Concrete barrier curb m$_________ $_________9,169.00

49 TS 3.17/TS 3.50/TS 1350/TS 2.10/ SP 9 / SP 17 / SP 20 / SP 21 / SP 30 / GN106SS / RD407SS

Concrete curb and gutter m$_________ $_________

T-600.05-1 22,241.00

50 SP 30 / SP 39

Supply and place brick gutter - 1 Row

m$_________ $_________1,900.00

51 TS 3.30/TS 1003/TS 1101/TS 1151/TS 2.10/ SP 30 / RD423SS

Residential asphalt driveway - hot mix

m2$_________

2$_________

T-310.050-8 16,772.00

Jan 24, 2019 22 Page 3 -8 of 20




Specification





Total Per Item

52 TS 3.30/TS 1003/TS 1101/TS 1151/TS 2.10/ SP 30 / RD423SS

Commercial asphalt driveway - hot mix

m2$_________

2$_________

T-310.050-8 5,255.00

53 TS 1350/TS 2.10/ SP 30 / GN106SS

Concrete driveway - 150 mm thick m2$_________ $_________

T-310.050-8 2,147.00

54 TS 3.30/TS 2.10/ SP 30

Asphalt boulevard m2$_________ $_________530.00

55 SP 30 Remove residential driveway return curbs - all types, and replace with poured-in-place concrete return curbs

m$_________

2$_________2,091.00

56 TS 3.10/TS 3.20/TS 310/TS 1003/TS 1101/TS 1151/TS 2.10/ SP 38 / SP 40 / RD423SS

Superpave 12.5, Traffic Category B, PG 64-28

t$_________ $_________31,973.00

57 TS 3.10/TS 3.20/TS 310/TS 1003/TS 1101/TS 1151/TS 2.10/ SP 38 / SP 40 / RD423SS

Superpave 19.0, Traffic Category B, PG 64-28

t$_________ $_________4,677.00

58 TS 3.20/TS 310/TS 1003/TS 1101/TS 1151/TS 3.10/TS 2.10/ SP 38 / SP 40 / RD423SS

Superpave 12.5 FC1, Traffic Category C, PG 64-28

t$_________

2$_________5,350.00

59 TS 310 Hot poured rubberized asphalt joint - 20 mm

m$_________ $_________1,864.50

60 TS 3.90/ SP 35

Repair of major cracks in asphalt m 2 20,129.00$25.00 $503,225.00

61 SP 35 Repair of major cracks inasbestos-containing asphalt

m 2 3,528.00$37.00 $130,536.00

Jan 24, 2019 23 Page 3 -9 of 20




Specification





Total Per Item

62 SP 25 Remove and replace asphalt speed humps

each$_________ $_________17.00

63 Remove and replace interlock and concrete speed humps - Greenbrook drive

each$_________ $_________8.00

64 OPSS 710/ SP 41 / RD419SS / GN121SS

Field reacted polymeric pavement marking - 500 mm wide

m$_________ $_________1,069.00

65 OPSS 710/ SP 41 / RD419SS / GN121SS

Field reacted polymeric pavement markings - 100 mm wide

m$_________ $_________17,512.00

66 OPSS 710/ SP 41 / RD419SS / GN121SS

Field reacted polymeric pavement marking - catch basin arrow

each$_________ $_________

T-216.02-25 943.00

67 OPSS 710/ SP 41 / RD419SS / GN121SS

Field reacted polymeric pavement marking - bicycle symbol

each$_________ $_________29.00

68 OPSS 710/ SP 41 / RD419SS / GN121SS

Zebra pavement markings m$_________ $_________

T-310.030-5 70.00

69 OPSS 710/ SP 41 / RD419SS / GN121SS

Field reacted polymeric pavement marking - pedestrian X symbol

each$_________ $_________

T-310.030-6 97.00

70 SP 41 Field reacted polymeric pavement markings - Shaw Street Redesign

lump sum

$_________ $_________1.00

71 TS 809 / RD421SP

Traffic loop each$_________ $_________19.00

72 Supply police officer for Traffic Control, rate to include police administration fee

hr$_________

2$_________485.00

73 SP 32 Supply tow truck and licensed operator

each$_________ $_________38.00

74 TS 13.10/TS 510

Remove single catch basins - full depth

each$_________ $_________15.00

75 TS 4.50/TS 407/ SW301SP / SW305SP

Precast single catch basin each$_________ $_________

T-705.010 15.00

Jan 24, 2019 24 Page 3 -10 of 20




Specification





Total Per Item

76 TS 510/TS 4.01/TS 401/TS 407/ SW301SP / SW305SP

Remove and replace catchbasin lead m$_________ $_________T-708.01-3/

T-708.020/T-708.03

60.00

77 TS 2.10/ RD408SP / GN125SS

General excavation m3$_________ $_________

T-216.02-9 705.00

Total For Part B Local Roads

Part C Contingency

78 Contingency allowance PSN/A N/AN/A

Total For Part C Contingency

Summary of Tender Total

Part A General

Part B Local Roads

Total Bid Price = $X

Company GST/HST Registration number:

HST Amount (13%) = $Y

Total Amount of Tender Call = $X + $Y

Please indicate this amount on the Tender Call Cover Page next to "Amount of Tender Call Herein".

Subtotal

Contingency (5.00%)

Jan 24, 2019 25 Page 3 -11 of 20

TABLE 4 - STREET SUMMARY - ADDENDUM 2

Ward Street From To

Leng

th o

f Roa

d [m

]

Topo

grap

hic

Surv

ey R

equi

red

See

SP

9 (Y

/N)

Full

curb

rem

oval

and

repl

acem

ent

(Y/N

)

Full

side

wal

k re

mov

al a

nd

repl

acem

ent (

Y/N

)

Asb

esto

s-co

ntai

ning

as

per O

. Reg

27

8/05

(Y/N

)

Scho

ol z

one

(Y/N

)

With

in T

RCA

regu

latio

n lim

its (Y

/N)

Re &

Re

Catc

hbas

in F

& G

[ea]

Re &

Re

Mai

nten

ance

Hol

e F

& C

[ea]

Side

wal

k - a

ll ty

pes

[m2]

Curb

- al

l typ

es [m

]

Asp

halt

driv

eway

[m2]

Supe

rpav

e 12

.5 [t

]

Supe

rpav

e 19

.0 [t

]

Supe

rpav

e 12

.5 F

CL [t

]

1 CLAIREVILLE DR [N] HUMBERLINE DR [BRANCH]

[S] HUMBERLINE DR [BRANCH] 1789 Y N N Y N N 52 38 1022 1655 1260 0 0 1976

1 HUDDERSFIELD RD HUMBERLINE DR CLAIREVILLE DR 445 N N N N N N 16 4 346 377 248 0 0 494

1 MAGDALENA CRT KIDRON VALLEY DR[103 m N] KIDRON VALLEY DR [CUL-DE-SAC] 103 N N N N N N 4 4 64 99 32 111 0 0

1WOODBINE DOWNS BLVD

FINCH AVE W[324 m N] CARRIER DR [CUL-DE-SAC] 857 N N N Y N N 34 22 617 947 1145 1027 0 0

2 ARDUA ST THE WEST MALL[140 m W] THE WEST MALL 140 N Y N N N N 6 6 120 291 186 144 0 0

2 ASHFORD DR PRINCESS MARGARET BLVD

LONGFIELD RD 476 N N N N N N 3 7 96 113 76 499 0 02 ASHMOUNT CRES HARTSDALE DR FOXMEADOW RD 748 Y N N N N N 20 28 382 1077 360 782 0 02 BLACKDOWN CRES FARNINGHAM CRES LLOYD MANOR RD 348 N N N N Y N 3 1 0 10 21 344 0 02 BRENTSIDE CRT CHAPMAN RD

[39 m N] CHAPMAN RD [CUL-DE-SAC] 39 N Y N N Y N 1 2 57 94 54 44 0 0

2 BURKSTON PL ASHFORD DR[85 m W] ASHFORD DR [CUL-DE-SAC] 85 N Y N N N N 1 2 0 205 18 94 0 0

2 COUNTRY CLUB DR ROYAL YORK RD EDENBROOK HILL 275 N Y N N N N 12 8 16 627 90 290 0 02 CRAIG ALAN CRT [81 m E] CHAPMAN RD

[CUL-DE-SAC]CHAPMAN RD 81 N N N N Y Y 3 2 0 87 29 88 0 0

2 CREDITON CRT ASHFORD DR[53 m E] ASHFORD DR [CUL-DE-SAC] 53 N N N N N N 0 1 0 0 69 46 0 0

2 DOWNPATRICK CRES HOLGATE ST HARTSDALE DR 440 N N N N N N 10 12 163 298 129 462 0 0

2 EASTHAMPTON DR [142.70 m S] CHAPMAN RD [CUL-DE-SAC]

CHAPMAN RD 154 N N N Y N N 5 6 46 62 0 164 0 0

2 FABIAN PL CHAPMAN RD[170 m N] CHAPMAN RD [CUL-DE-SAC] 170 N N N N Y N 5 6 122 171 86 180 0 0

2 FARNINGHAM CRES ASHFORD DR LLOYD MANOR RD 939 N N N N Y N 1 15 0 12 22 924 0 02 FAVERSHAM CRES RHINESTONE DR WELLESWORTH DR 472 N N N N N N 11 11 456 434 376 0 0 4952 FOXMEADOW RD HARTSDALE DR ASHMOUNT CRES 291 N Y N N N N 8 10 135 541 196 306 0 0

2 GREYSWOOD CRT EASTHAMPTON DR[30 m E] EASTHAMPTON DR [CUL-DE-SAC] 30 N N N N N N 2 2 0 29 0 35 0 0

2 HOLGATE ST ISLINGTON AVE HARTSDALE DR 244 N N N N Y N 6 8 97 170 84 242 0 02 LONE OAK CRT RAKELY CRT

[E] RAKELY CRT [CUL-DE-SAC] 213 N N N N N N 12 3 153 184 238 259 0 0

2 MOYLES CRT WEST WARESIDE RD[75 m S] WEST WARESIDE RD [CUL-DE-SAC]

75 N Y N N N N 3 3 0 178 50 83 0 0

2 NEWINGTON CRES ELMBROOK CRES ELMBROOK CRES 339 N N N N Y N 9 11 121 169 178 356 0 02 PADDINGTON PL [83 m S] ASHMOUNT

CRES [CUL-DE-SAC]ASHMOUNT CRES 83 N N N N N N 3 3 0 100 38 88 0 0

2 PETTIT DR WINCOTT DR THE WESTWAY 845 N N N N N N 0 0 431 610 239 883 0 02 RHINESTONE DR BIRGITTA CRES FAVERSHAM CRES 474 Y N N N Y N 18 15 522 453 409 497 0 0

12 of 20

TABLE 4 - STREET SUMMARY

Ward Street From To

Leng

th o

f Roa

d [m

]

Topo

grap

hic

Surv

ey R

equi

red

See

SP

9 (Y

/N)

Full

curb

rem

oval

and

repl

acem

ent

(Y/N

)

Full

side

wal

k re

mov

al a

nd

repl

acem

ent (

Y/N

)

Asb

esto

s-co

ntai

ning

as

per O

. Reg

27

8/05

(Y/N

)

Scho

ol z

one

(Y/N

)

With

in T

RCA

regu

latio

n lim

its (Y

/N)

Re &

Re

Catc

hbas

in F

& G

[ea]

Re &

Re

Mai

nten

ance

Hol

e F

& C

[ea]

Side

wal

k - a

ll ty

pes

[m2]

Curb

- al

l typ

es [m

]

Asp

halt

driv

eway

[m2]

Supe

rpav

e 12

.5 [t

]

Supe

rpav

e 19

.0 [t

]

Supe

rpav

e 12

.5 F

CL [t

]

2 SUMMERFIELD CRES ODESSA AVE ODESSA AVE 434 N N N N N N 22 16 363 304 281 455 0 02 TANGAMO RD MOFORD CRES BREADNER DR 81 N N N N N N 1 0 108 58 36 88 0 0

2 THE WEST MALL RATHBURN RD[148 m N] WELLESWORTH DR [CUL-DE-SAC]

526 N N N N N N 14 6 319 522 165 0 1131 905

2 WEST WARESIDE RD RENFORTH DR CRENDON DR 340 N N N Y N N 6 12 481 318 308 353 441 03 ALLERTON RD [46 m S] VAN DUSEN

BLVDFIELDWAY RD 199 N N N N N N 0 1 0 23 37 169 0 0

3 AMBLESIDE AVE BENTLEY DR ISLINGTON AVE 860 N N N N Y N 25 17 1214 0 1069 825 1031 03 BEAUCOURT RD [245 m S] BERRY RD

[CUL-DE-SAC]BERRY RD 245 Y N Y N N Y 6 5 9 0 0 255 0 0

3 BUCKINGHAM ST NEWCASTLE ST PORTLAND ST (ETBK) 163 N Y Y N N N 6 3 20 374 445 185 0 03 CARYSFORT RD VAN DUSEN BLVD FIELDWAY RD 215 N Y N N N N 2 4 0 40 56 201 0 03 DUMBARTON RD CONEY DR BADGER DR 221 N N N N N Y 0 3 347 0 419 198 0 03 DURBAN RD VAN DUSEN BLVD GARDENVALE RD 360 N N N N N N 5 8 29 0 67 303 0 03 EASTWICK RD EVANS AVE (ETBK) OXFORD ST (ETBK) 175 N N Y N N N 0 2 20 12 31 203 0 03 ELFORD BLVD CHARTWELL RD ISLINGTON AVE 313 N N Y N N N 0 4 16 0 159 375 0 03 FORTIETH ST [14 m S] LAKE

PROMENADE [END]LAKE SHORE BLVD 607 N Y N N N N 0 0 394 1169 460 635 0 0

3 GRAYSTONE GDNS ISLINGTON AVE[140 m W] WILLROD RD [CUL-DE-SAC] 409 N N N N N N 8 6 221 247 445 429 0 0

3 GREEN LANES VAN DUSEN BLVD BLOOR ST W 336 N Y N N N N 5 7 35 134 255 333 0 0

3 INDEX RD NORTH QUEEN ST[305 m N] NORTH QUEEN ST [CUL-DE-SAC] 305 N N N N N N 6 2 182 358 78 302 377 0

3 JAMES ST (ETBK) THIRTY SIXTH ST FORTY SECOND ST 671 N Y N N N Y 0 0 586 1383 481 677 0 03 KENWAY RD VAN DUSEN BLVD FIELDWAY RD 266 N N N N N N 3 4 0 15 116 215 0 03 LAKE PROMENADE THIRTY SIXTH ST FORTY SECOND ST [END] 563 N Y N N N Y 0 0 0 1088 171 659 0 03 LORNE AVE PARK LAWN RD BONNYVIEW DR 127 N N N N N Y 6 2 193 6 36 0 0 1343 MEADOWVALE DR MIMICO CRES GARDENVALE RD 182 N N N N N Y 1 2 0 0 84 126 0 03 SUNSET AVE ALBRIGHT AVE HORNER AVE 369 N N N N N N 0 0 450 0 228 329 410 03 THIRTY EIGHTH ST LAKE PROMENADE LAKE SHORE BLVD 526 N Y N N N N 8 7 593 1178 564 551 0 03 THIRTY SEVENTH ST LAKE PROMENADE LAKE SHORE BLVD 516 N Y N N N N 4 3 570 1229 296 541 0 03 THIRTY SIXTH ST LAKE PROMENADE LAKE SHORE BLVD 505 N Y N N N Y 9 16 618 1198 348 529 0 03 VANELLAN CRT VAN DUSEN BLVD

[78 m N] VAN DUSEN BLVD [CUL-DE-SAC] 78 N Y N N N Y 6 2 0 196 39 86 0 0

3 WESTLEIGH CRES [N] SUNSET AVE [BRANCH]

[S] SUNSET AVE [BRANCH] 460 N N N N N N 0 9 329 0 786 398 0 0

4 GLENDONWYNNE RD CLENDENAN AVE QUEBEC AVE 165 N N N Y Y N 4 13 336 10 25 145 0 04 GRENADIER HTS [E-W] GRENADIER HTS

[LEG]ELLIS AVE 176 N N N N N Y 0 0 248 34 8 156 0 0

13 of 20


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oval

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repl

acem

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(Y/N

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mov

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Y/N

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Asb

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Scho

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(Y/N

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With

in T

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Re &

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Re &

Re

Mai

nten

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Supe

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5 BROOKHAVEN DR TRETHEWEY DR THURODALE AVE 670 N N N Y Y Y 16 21 498 451 696 701 0 05 GREENBROOK DR KEELE ST TRETHEWEY DR 840 N N N N N Y 0 0 621 549 121 189 0 05 HYDE AVE NASHVILLE AVE

[240 m N] VALLEY CRES [END] 350 N Y Y N N Y 0 0 18 634 294 368 459 0

5 LACEY AVE EWART AVE CAMERON AVE 279 N N N N N N 5 5 229 0 97 249 0 05 LESTER AVE GLENHAVEN ST KEELE ST 320 N N N N N N 1 5 477 0 109 337 0 05 VALENCIA CRES CULFORD RD DEL RIA DR 275 N N N Y N N 4 6 0 238 40 290 0 05 WATT AVE ROGERS RD KERSDALE AVE 140 N N N N N N 0 0 570 0 71 129 160 05 Yorktown Dr MUNICIPAL DR TRETHEWEY DR 120 N N N N Y N 0 0 79 64 45 128 0 06 FAWNHAVEN CRT HIDDEN TRL

[100 m W] HIDDEN TRL [CUL-DE-SAC] 100 N N N N N N 2 4 147 0 390 107 0 0

6 TORRESDALE AVE FINCH AVE (N YK)[370 m N] FINCH AVE (N YK) [END] 370 N N N N N N 10 9 311 296 53 565 0 0

7 ANCHOR DR ARLETA AVE[120 m W] ARLETA AVE [CUL-DE-SAC] 120 N N N N Y N 2 5 6 143 21 128 0 0

7 BENRUBIN DR FIRENZA DR DUNCANWOODS DR 180 N N N Y Y N 6 6 431 155 498 191 0 07 CHARRINGTON CRES MARKAY ST MARKAY ST 275 N N N N Y N 9 6 0 278 93 290 0 07 COBB AVE SPENVALLEY DR DOLORES RD 350 N N N N N N 7 10 606 345 768 355 0 07 FIRENZA DR MILADY RD DUNCANWOODS DR 180 N N N Y Y N 3 3 302 177 389 186 0 07 LITTLEDEAN CRT [87 m S] NAVENBY CRES

[CUL-DE-SAC]NAVENBY CRES 87 N N N N N N 0 2 115 102 171 94 0 0

7 MANDY ST CHARRINGTON CRES YATESCASTLE DR 90 N N Y N N N 0 0 13 70 5 97 0 07 MARKAY ST CHARRINGTON CRES SPENVALLEY DR 290 N N Y N N N 5 6 5 248 74 305 0 07 WATNEY CRES SPENVALLEY DR SPENVALLEY DR 320 N N N N N N 10 6 529 228 504 337 0 08 CARHARTT ST MARQUETTE AVE

[75 m N] MARQUETTE AVE [END] 70 N N N Y N N 3 2 52 42 25 77 0 0

8 DELL PARK AVE BATHURST ST SHERMOUNT AVE 930 N N N N Y N 0 0 620 930 545 983 0 08 DUFFLAW RD LAWRENCE AVE W ORFUS RD 685 N Y N N N N 27 14 1107 1532 1376 809 0 08 HOTSPUR RD BATHURST ST NEPTUNE DR 240 N N N N Y N 0 0 252 260 69 0 0 2398 ORFUS RD DUFFERIN ST CALEDONIA RD 990 N N N N N N 29 20 1414 1824 1164 0 0 11078 ORIOLE PKWY WILLOWBANK BLVD ORCHARD VIEW BLVD 40 N N N N Y N 1 2 102 0 0 45 0 08 ROSELAWN AVE LOCKSLEY AVE SALINAS CRT 75 N Y N N N N 0 0 70 73 0 95 0 08 ST GERMAIN AVE YONGE ST JEDBURGH RD 287 Y N N Y N N 0 0 547 0 130 302 0 09 BRANDON AVE ST CLARENS AVE LANSDOWNE AVE (TO) 90 N Y N N N N 3 2 204 83 34 92 0 0

9 NORFOLK ST SHIRLEY ST HICKSON ST 96 N N N N Y N 2 1 164 0 39 74 0 0

9 OSSINGTON CRES OSSINGTON AVE[72 m W] OSSINGTON AVE [END] 70 N N N N Y N 0 0 32 0 0 59 0 0

9 SUMMIT AVE GILBERT AVE BRONOCO AVE 40 N N N N N N 0 0 87 0 0 40 0 0

14 of 20


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th o

f Roa

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]

Topo

grap

hic

Surv

ey R

equi

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See

SP

9 (Y

/N)

Full

curb

rem

oval

and

repl

acem

ent

(Y/N

)

Full

side

wal

k re

mov

al a

nd

repl

acem

ent (

Y/N

)

Asb

esto

s-co

ntai

ning

as

per O

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8/05

(Y/N

)

Scho

ol z

one

(Y/N

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With

in T

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Re &

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Re &

Re

Mai

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Supe

rpav

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10 CAMERON ST QUEEN ST W GRANGE AVE 356 N N N N N N 3 12 1543 153 100 426 0 0

10 DRAPER ST FRONT ST W WELLINGTON ST W 163 N N N N N N 3 4 245 0 32 258 0 0

10 STAFFORD ST WELLINGTON ST W CANNIFF ST 76 N N N N N N 0 4 103 11 0 73 0 0

11 BRUNSWICK AVE [36.60 m N] COLLEGE ST (TO)

ULSTER ST 340 N N N N N N 6 9 605 330 40 316 0 0

11 EDGAR AVE (TO) MACLENNAN AVE ROXBOROUGH DR 280 N N N N N N 8 6 366 240 32 264 0 0

11 HARRISON ST SHAW ST OSSINGTON AVE 189 N N N N Y N 2 3 214 0 25 440 0 0

11 MANNING AVE (TO) HARBORD ST BLOOR ST W 401 N N N N Y N 9 0 1053 0 121 323 0 0

11 ROBLOCKE AVE [35.40 m S] PENDRITH ST

PENDRITH ST 46 Y Y N N N N 0 0 81 94 108 51 0 0

11 SHAW ST HARRISON ST COLLEGE ST (TO) 392 N N N N N N 9 8 630 0 39 349 436 0

11 ULSTER ST EUCLID AVE (TO) MANNING AVE (TO) 95 N N N N N N 0 0 192 0 0 91 0 0

11 WALES AVE LEONARD AVE CARLYLE ST 55 N N N N N N 1 0 148 0 41 80 0 0

12[E-W] ROSEMARY LANE [LEG]

ROSEMARY LANE BATHURST ST 114 N Y N N N N 2 0 0 200 32 108 0 0

12 AVA RD VESTA DR GLENAYR RD 93 N Y Y N N N 0 1 2 191 24 104 0 0

12 COLIN AVE CHAPLIN CRES ANDERSON AVE 644 Y N N Y N N 8 14 1525 252 77 674 0 0

12 LYNDHURST CRT AUSTIN TER[151 m S] AUSTIN TER [END] 156 N Y Y N N N 3 6 28 347 15 194 0 0

12 RIDGEWOOD RD (TO) [212 m E] BATHURST ST [END]

BATHURST ST 202 N Y N N N Y 4 3 0 429 32 186 232 0

14 GOWAN AVE BROADVIEW AVE LOGAN AVE 202 N N N N Y N 1 5 275 0 32 214 0 0

14 LOGAN AVE FLOYD AVE GOWAN AVE 130 Y Y N N Y N 0 0 188 18 19 118 0 0

14 PHIN AVE OAKVALE AVE CHATHAM AVE 102 N N N N Y N 0 1 250 0 13 116 0 0

15 FAIRFIELD RD RAWLINSON AVE CARDIFF RD 504 N Y N Y Y N 10 8 31 720 150 547 0 0

15 HANNA RD (E-D) EGLINTON AVE E DIVADALE DR 180 N N N N Y N 1 4 432 281 17 191 0 015 HANNA RD (M-M) MCRAE DR MILLWOOD RD 222 N N N N N N 5 4 132 46 8 235 0 015 KILLDEER CRES BRENTCLIFFE RD BRENTCLIFFE RD 346 N N N N N N 2 2 681 467 29 364 0 0

15 of 20


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th o

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9 (Y

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rem

oval

and

repl

acem

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(Y/N

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wal

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mov

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repl

acem

ent (

Y/N

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Asb

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s-co

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8/05

(Y/N

)

Scho

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(Y/N

)

With

in T

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regu

latio

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its (Y

/N)

Re &

Re

Catc

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Re &

Re

Mai

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Hol

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& C

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15 ROEHAMPTON AVE CARDIFF RD WALDER AVE 165 N N N N N N 0 0 221 17 8 393 0 0

15 SUTHERLAND DR EGLINTON AVE E GLENVALE BLVD 541 N N N N Y N 9 6 800 0 82 567 0 0

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STARTCURB

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CURB

TWSI

Engineering & Construction Services

27

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25

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27

400

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21

SE

E S

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HLIN

E

AVA RD

GLE

NA

YR R

DFROM GLENAYR RD TO VESTA DR

AVA RD

MG

November 10, 2018

ASPHALT RESURFACING

DRIVEWAY REPLACEMENT

Residential Asphalt

Commercial Asphalt

Concrete

Stamped Concrete

Interlock

SIDEWALK REPLACEMENT

CURB REPLACEMENT

CASTING ADJUSTMENTS

- Frame Adjustment OnlyCatch Basin

- Frame and Cover ReplacementCatchbasin

- Leave As-IsCatchbasin

- Leave As-IsMaintenance Hole

- Adjustment OnlyMaintenance Hole

- Frame and Cover ReplacementMaintenance Hole

CULVERT REPLACEMENT

DITCH RE-GRADING

SURFACE INDICATORTACTILE WALKING

Other

RESURFACING LIMITS

REPLACEMENTASPHALT BOULEVARD

LOCAL ROAD RESURFACING

CHECKED BY: A.B.

SHEET: OF

DATE:

NOT TO SCALE

PREPARED BY:

DATA COLLECTION BASE PLAN

LEGEND

GLE

NA

YR R

DG

LE

NA

YR R

D

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TWSI


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7

18

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402

33023

328

16

7

18

20

402

33023

328

16

7

18

20

402

33023

328

N

22

AVA RD

FROM GLENAYR RD TO VESTA DR

AVA RD

VES

TA D

R

SE

E S

HE

ET 1

MA

TC

HLIN

E

MG

November 10, 2018

ASPHALT RESURFACING


Residential Asphalt

Commercial Asphalt

Concrete

Stamped Concrete

Interlock


CURB REPLACEMENT

CASTING ADJUSTMENTS







CULVERT REPLACEMENT

DITCH RE-GRADING


Other

RESURFACING LIMITS



CHECKED BY: A.B.

SHEET: OF

DATE:

NOT TO SCALE

PREPARED BY:


LEGEND

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TREED AREA

TREED AREA

TWSI


35

1753

2016

2014

2010

2008

2006

31

33

2010-2012

24

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HLIN

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Bath

urst St

Rosemary Ln

Rosemay LaneFROM Rosemary Ln To Bathurst St

MG

October 31, 2018

ASPHALT RESURFACING


Residential Asphalt

Commercial Asphalt

Concrete

Stamped Concrete

Interlock


CURB REPLACEMENT

CASTING ADJUSTMENTS







CULVERT REPLACEMENT

DITCH RE-GRADING


Other

RESURFACING LIMITS



CHECKED BY: A.B.

SHEET: OF

DATE:

NOT TO SCALE

PREPARED BY:


LEGEND

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TREED AREA

TWSI


19

21

17

18

23

27

29

20

22

22

N

SE

E S

HE

ET 1

MA

TC

HLIN

E

Rosemary Ln

Rosemay LaneFROM Rosemary Ln To Bathurst St

MG

October 31, 2018

ASPHALT RESURFACING


Residential Asphalt

Commercial Asphalt

Concrete

Stamped Concrete

Interlock


CURB REPLACEMENT

CASTING ADJUSTMENTS







CULVERT REPLACEMENT

DITCH RE-GRADING


Other

RESURFACING LIMITS



CHECKED BY: A.B.

SHEET: OF

DATE:

NOT TO SCALE

PREPARED BY:


LEGEND

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addendum no. 2 tender call no. 321-2018 contract no. … · maintenance holes." – ... -...

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