Via Website posting (3 pages ADDENDUM NO.5 Toronto ... · Toronto, Ontario M5H 2N2 June 30, 2017 Via Website posting (3 pages + aftachment) ADDENDUM NO.5 TENDER CALL NO. 188-2017

OiilhIORaNIOMichael Pacholok Purchasing and Materials Joanne KehoeDirector Management Division Manager

City Hall, 1 8th Floor, West lower Construction Services100 Queen Street WestToronto, Ontario M5H 2N2

June 30, 2017 Via Website posting (3 pages + aftachment)

ADDENDUM NO.5

TENDER CALL NO. 188-2017CONTRACT NO. 17ECS-TI-O5LR

Re: Birchmount Road Resurfacing, Sidewalk on Midland Avenue.

REVISED CLOSING DATE: 12:00 NOON (LOCAL TIME), July 5, 2017

Please refer to the above Request for Tender (RFT) document in your possession and beadvised of the following information:

I. Revisions

1. Refer to Section 3 — Tender Submission Package Pricing Form, page 3-17 to 3-23 and replacewith Section 3 — Tender Submission Package Pricing Form attached marked June 30, 2017, thisincludes the following changes;

• Item 63 has been deleted.

• Items 47 and 66 have been revised. Quantities of Items 47 and 66 — GeneralExcavation have been revised.

2. Concrete Toe Wall

Items 64 and 76 — Construct concrete toe wall shall include all labour, material and equipmentfor construction of concrete toe wall. Only excavation and Granular A materials reLated to theconcrete toe wall shall be paid under separate items as discussed below.

Any excavation of earth materials below existing grade and behind the face of concrete toewall, up to the limits of specified granular backfill, and below the concrete toe wall up to thesubgrade shall be paid by Item 47 and 66 — General Excavation.

Items 47 and 66 shall exclude any excavation of earth materials in front of the face of concretetoe wall, and any excavation related to construction of the concrete sidewalk as specified in TS3.70; payment for such excavation has been included in the construction of the concretesidewalk items.

Supplying and placing of Granular A backfill material and base material of the concrete toewall shall be paid by Items 55 and 78 — Supply and place Granular A RAP.

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for payment, the contractor shall submit actual measurements and actual quantities of Items 47,55, 64, 66, 76 and 78 to the Contract Administrator. Measurements shall include lengthmeasured longitudinally along the concrete toe wall, overall height (i.e. the sum of exposed andembedded heights) of the concrete toe wall, extents of Granular A backfill behind and GranularA base below the concrete toe wall. Measurements shall be taken for each toe wall sections of6-rn maximum length or less. Measurements shall be verified in the field with the City’sInspector prior to backfilling.

II. Questions and Answers

Qi:Can you please ask the Engineer to provide a line painting drawing for Midland that indicateswhere line item 83 “Obliterate obsolete existing pavement markings” are?

Al:Any obsolete existing pavement markings, including stop bar(s) and solid yellow line(s), atLatham Avenue, Ridgemoor Avenue and Romana Drive to the west of Midland Avenue will beobliterated.

New pavement markings shall be installed at Latham Avenue, Ridgemoor Avenue and RomanaDrive to the west of Midland Avenue. New pavement markings shall conform to OntarioTraffic Manual - Book 11: Markings and Delineation.

Q2:Please verify that the only place where line item 63 “Obliterate obsolete existing pavementmarkings” on Birchmount are, is in the intersection at L’Amoreaux Drive?

A2:Item 63 — Obliterate any obsolete pavement markings within project limits has been deleted.Refer to the June 30, 2017 Pricing Form.

Q3:The above call was issued and the only major item on part C and D is NEW sidewalk.The General Excavation under items 47 and 66 just happens to volumetrically equal the earthfill to be removed under the sidewalk.That being said, if the said significant amount of General Excavation as listed under the items47 and 66 are not to be used for removal of earth under the sidewalk, why is it in the scheduleof prices?

A3:Acknowledged. See revision 1 above.

Q4:There is no work proposed for Parts “C” and “D” other than NEW sidewalk.If the General Excavation does not cover the material to be removed under the sidewalk onboth sections “C” and “D”, where is the General Excavation for Parts “C” and “D” proposed tobe used?


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Q5:As per addendum 3 sent yesterday, regarding the two excavation items under the sidewalksections 47 & 79: your answer states that the items are NOT for the earth excavation where thesidewalk will be placed.

If this is the case please explain where these large quantity items will be used when thesidewalk is being constructed adjacent the curb and there is no other work requiring that muchexcavation.

AS:Acknowledged. See revision 1 above.

Closing of Questions Period

Please note that the questions period was closed after the issuance of Addendum No. 3. We donot guarantee response to any new question submitted hereafter.

Should you have any questions regarding this addendum, contact Joan Blake by email atJoan.Blake @toronto.ca.

Please attach this addendum to your RFT document and be governed accordingly. Biddersmust acknowledge receipt of all addenda on the space provided on the Tender Call Cover Pageas per the Process Terms and Conditions, Section 1, Item 9 - Addenda, of the Tender Calldocument. All other aspects of the Tender remain the same.

Yours truly,

Joanne KehoeManager, Construction ServicesPurchasing and Materials Management

Ib1I1IURONIOMichael Pacholok Purchasing and Materials Joanne KehoeDirector Management Division Manager

City Hall, 1 8th Floor, West Tower Construction Services100 Queen Street WestToronto, Ontario M5H 2N2

June 30, 2017 Via Website posting (3 pages + attachment)

V ADDENDUM NO.5

TENDER CALL NO. 188-2017CONTRACT NO. 17ECS-TI-OSLR

Re: Birchmount Road Resurfacing, Sidewalk on Midland Avenue.

REVISED CLOSING DATE: 12:00 NOON (LOCAL TIME), July 5, 2017

Please refer to the above Request for Tender (RFT) document in your possession and beadvised of the following information:

I. Revisions

I. Refer to Section 3 — Tender Submission Package Pricing Form, page 3-17 to 3-23 and replacewith Section 3 — Tender Submission Package Pricing Form attached marked June 30, 2017, thisincludes the following changes;

• Item 63 has been deleted.

• Items 47 and 66 have been revised. Quantities of Items 47 and 66 — GeneralExcavation have been revised.

2. Concrete Toe Wall

Items 64 and 76 — Construct concrete toe wall shall include all Labour, material and equipmentfor construction of concrete toe wall. Only excavation and Granular A materials related to theconcrete toe wall shall be paid under separate items as discussed below.

Any excavation of earth materials below existing grade and behind the face of concrete toewall, up to the limits of specified granular backfill, and below the concrete toe wall up to thesubgrade shall be paid by Item 47 and 66 — General Excavation.

Items 47 and 66 shall exclude any excavation of earth materials in front of the face of concretetoe wall, and any excavation related to construction of the concrete sidewalk as specified in TS3.70; payment for such excavation has been included in the construction of the concretesidewalk items.

Supplying and placing of Granular A backfill material and base material of the concrete toewall shall be paid by Items 55 and 78 — Supply and place Granular A RAP.

-2-

For payment, the contractor shall submit actual measurements and actual quantities of Items 47,55, 64, 66, 76 and 78 to the Contract Administrator. Measurements shall include lengthmeasured longitudinally along the concrete toe wall, overall height (i.e. the sum of exposed andembedded heights) of the concrete toe wall, extents of Granular A backfill behind and GranularA base below the concrete toe wall. Measurements shall be taken for each toe wall sections of6-rn maximum length or less. Measurements shall be verified in the field with the City’sInspector prior to backfilling.

II. Questions and Answers

Qi:Can you please ask the Engineer to provide a line painting drawing for Midland that indicateswhere line item 83 “Obliterate obsolete existing pavement markings” are?

Al:Any obsolete existing pavement markings, including stop bar(s) and solid yellow line(s), atLatham Avenue, Ridgemoor Avenue and Romana Drive to the west of Midland Avenue will beobliterated.

New pavement markings shall be installed at Latham Avenue, Ridgemoor Avenue and RomanaDrive to the west of Midland Avenue. New pavement markings shall conform to OntarioTraffic Manual - Book 11: Markings and Delineation.

Q2:Please verify that the only place where line item 63 “Obliterate obsolete existing pavementmarkings” on Birchmount are, is in the intersection at L’Amoreaux Drive?

A2:Item 63 — Obliterate any obsolete pavement markings within project limits has been deleted.Refer to the June 30, 2017 Pricing Form.

Q3:The above call was issued and the only major item on part C and D is NEW sidewalk.The General Excavation under items 47 and 66 just happens to volumetrically equal the earthfill to be removed under the sidewalk.That being said, if the said significant amount of General Excavation as listed under the items47 and 66 are not to be used for removal of earth under the sidewalk, why is it in the scheduleof prices?


Q4:There is no work proposed for Parts “C” and “D” other than NEW sidewalk.If the General Excavation does not cover the material to be removed under the sidewalk onboth sections “C” and “D”, where is the General Excavation for Parts “C” and “D” proposed tobe used?


-3-

Q5:As per addendum 3 sent yesterday, regarding the two excavation items under the sidewalksections 47 & 79: your answer states that the items are NOT for the earth excavation where thesidewalk will be placed.

If this is the case please explain where these large quantity items will be used when thesidewalk is being constructed adjacent the curb and there is no other work requiring that muchexcavation.


Closing of Questions Period

Please note that the questions period was closed after the issuance of Addendum No. 3. We donot guarantee response to any new question submitted hereafter.

Should you have any questions regarding this addendum, contact Joan Blake by email atJoan.Blake @ toronto.ca.

Please attach this addendum to your RFT document and be governed accordingly. Biddersmust acknowledge receipt of all addenda on the space provided on the Tender Call Cover Pageas per the Process Terms and Conditions, Section 1, Item 9 - Addenda, of the Tender Calldocument. All other aspects of the Tender remain the same.

Yours truly,

Joanne KehoeManager, Construction ServicesPurchasing and Materials Management

Part A General Items for All Sections

SECTION 3 - TENDER SUBMISSION PACKAGEPRICING FORM

Tender Call No.188-2017 Contract No. I7ECS-Tl-O5LR

1 Mobilization and demobilization 1.00 lump$________ $__________

sum

Supply, install and maintain field 1.00 each$__________ $____________

office for the City staff

Payment for bonds 1.00 lump$_________ $___________

sum

Payment for all insurance 1.00 lump$__________ $____________

sum

Construct test pits to determinelocation and depth of utilities -

backfill with unshrinkable fill asdirected by the ContractAdministrator

7 TS ioiorrs Construct test pits to determine501 / location and depth of utilities -

GN122SP backfill with 50 mm crushedaggregate as directed by theContract Administrator

Total For Part A General Items for All SectionsPart B Road Resurfcaing & rehabilitation

Supply, place, relocate and maintainportable changeable message sign

Prepare hot mix asphalt mix trialbatches, all mix types - Marshallmix design method

Supply, install, maintain and removetemporary Class 1 non-wovengeotextile fabric silt control forcatchbasins

Clean out existing catchbasins andsumps - all sizes

Clean out existing maintenance hole 22.00 eachas directed by the City - all sizes

Clean out existing chambers andsumps as directed by the City - allsizes

Remove concrete/asphalt curb, curb 1,700.00 m$__________ $_____________

and gutter, all types

Adden- Item Standard Standard/ Description Estimated Unit Unit Price Total Per Itemdum No. I Special Special Quantity

Specification Drawing

2 TS1.10

3

4

5 TS1.00/GN1O5SS /RD42OSS IGN1O2SP

6 TS13.10/GN122SP

Provide traffic control formaintenance of traffic as per OntarioTraffic Manual (OTM) Book 7Temporary Conditions

Supply, install and manage CapitalImprovement Project ConstructionSign” as per contract documents

1.00 lump$_________ $___________

sum

10.00 each

$________ $__________

15.00 each$_________ $___________

2.00 each$_________ $___________

4.00 each$_________ $___________

2.00 each$_________ $___________

55.00 each$__________ $____________

51.00 each$________ $

$____ $_____

$____ $_____

8 GN127SP

9 GNIO1SP

10 TS115O

11 OPSS 1860

12 SW3O3SS

13

14 SP2

15 TS51O/GN1O6SS IRD4O7SS

11.00 each

Jun 30, 2017 Page 3 - 17

SECTION 3 - TENDER SUBMiSSION PACKAGEPRICING FORM

Tender Call No.188-2017 Contract No. I7ECS-TI-O5LR

Adden- Item Standard Standard/ Description Estimated Unit Unit Price Total Per Itemdum No. I Special Special Quantity


16 15 510 I Remove concrete or asphalt 1,600.00 m2$_________ $__________

GN1O6SS sidewalk, all thicknesses

17 TS 3.70/TS T-310.010-1 Construct concrete sidewalk, 1,600.00 m2$_________ $__________

1350 / IT-310.010- including excavation and grading -

GNIO6SS 2rr-310.o10 130 mm thick-6/T-310.010-7/T-31 0.01 0-9/T-31 0.010-5

18 TS 3.70/IS T-310.010-1 Construct concrete sidewalk, 420.00 m2$_________ $__________

1350/ /T-310.010- including excavation and grading -

GN1O6SS 21T-310.010 150 mm thick-5/T-310.010-6/T-31 0.01 0-7/T-31 0.010-9

19 T5 5OltrS Supply and place Granular A RAP 670.00 t$________ $__________

1010

20 TS 510 / Remove concrete median and traffic 55.00 m2$_________ $__________

GN1O6SS island to road base full depth, alltypes

V

21 RD412SS/TS Remove interlocking stone 2,100.00 m2$_________ $__________

510/ TS2.10

22 TS 4.50 / 1-704.010-1 Utility adjustments, equal to or less 80.00 each$_________ $___________

RD422SS than 300 mm

23 TS 4.50 / T-704.010-1 Utility adjustments, greater than 20.00 each$_________ $___________

RD422SS 300 mm

24 TS 4.01/TS OPSD Remove and replace cast iron 51.00 each$________ $__________

4.50/TS 400.070 catchbasin frame and grate to raised401/TS frame and circular grate408S 510 /RD422SS

25 TS 4.01/T5 OPSD Remove and replace cast iron 22.00 each$_________ $___________

4.50/TS 401.010 maintenance hole frame and cover4011T5 Type NB cover and square frame408/TS 510 /RD422S5

26 TS401115441, 1-1101.02-2 Remove and replace water valve box 2.00 each$_________ $___________

TS518/TS7.2/T-1106.04 and cover/TS7.3OrrS7AOIWM2O9SS/WM21 1SS/WM201 SP/1S4.50/TS51O V

Jun3O,2017 Page3-18



Adden- Item Standard Standard! Description Estimated Unit Unit Price Total Per Itemdum No. I Special Special Quantity


27 TS4.50/TS4O1OPSD4O1. Remove and replace water chamber 9.00 each$_________ $___________!TS408/TS51CO10/ cover

!RD422SS T-1 101.01-1/T-i 101.010/T-i 101 .030-1/T-1101.030-2/1-1101.030-5/T-i 102.01-1

28 OPSS 407!TS Remove and replace existing large 2.00 each$_________ $___________

4.5OITS 510/ former Metro valve chamber frame &RD422SS cover with new rectangular frame &

- cover - match existing -

29 TS 510 / Remove asphalt driveways - all 200.00 m2$_________ $___________

GN 10655 thicknesses

30 TS 510 Remove asphalt! unshrinkable fill in 300.00 m2$___________

utility cut trench

31 TS 3.20/TS 1-509.010-1 Construct utility cut pavement to 300.00 m2$_________ $___________

4.60 (2 of 2) match existing pavement structureincluding Granular A up to baseasphalt - flexible pavement structure

32 TS 3.15 Cold milling asphalt pavement up to 23,000.00 m2$_________ $___________

100 mm depth

33 TS 3.20 Supply and apply tack coat - SS1 46,000.00 m2$_________ $___________

asphalt emulsion, including cleaningand sweeping road surface prior toapplying tack coat - -

34 TS31O/TS Supply and place HL 8HS with 3,100.00 t$_________ $___________3.10/TS PGAC 58-28

1003/IS 1101/RD416SS - - -

35 TS3.15 Coldmillasphaltpavementtoblend 100.00 m2$________ $_________

at joints, minimum 40 mm depth,1250 mm width

36 TS 1003S Supply and place HL 1 with PGAC-E 2,450.00 t$_________ $___________

1101/IS 64-28-40 mm depth3.10/TS 310!RD416SS

37 IS 310/IS Supply and place HL 8HS with 80.00 t$_________ $___________

3.10/IS PGAC 58-28 - hand laid (Provisional)1003/IS 1101/ RD416SS

38 IS 3.90 / Rout and seal joints and minor 4,200.00 m$_________

$___________

GN1O6SS cracks in pavement, includingconstruction limits

Jun3O,2017 Page3-19





39 OPSS 710/ Supply and apply field reacted 1.00 lump$_________ $__________

RD419SS polymeric pavement markings sum(permanent) as per pavementmarking drawings

V

40 TS 1 350/TS T-600.05-1 Construct concrete curb and gutter 1,700.00 m$__________ $____________

3.17ITS 3.50 /GN1O6SSIRD4O7SS

41 TS 405 T-216.02-8 Supply and install roadway subdrain 2,500.00 m$_________ $___________

including connection - 150 mm dia.

42 TS 3.70/TS Construct raised concrete slab 55.00 m2$__________ $____________

1350/ median / traffic island - 250 mmRD4O7SS / thickGN1O6SS

43 TS 1010/TS T-310.050-8 Construct residential asphalt 200.00 m2$_________ $___________

3.30 driveway with 80 mm HL 3F (FINE)PG 58-28 surface course

44 TS 2.10 / 1-21602-9 General excavation (Provisional) 50.00 m3$_________ $___________

GNJ25SS /RD4O8SP V

45 TS 5.00/TS T-216.02-9 Supply and place 100 mm topsoil 5,000.00 m2$_________ $___________

5.10 and No. 1 nursery sod, unstakedincluding grading and excavation

46 OPSS 1860 Supply and install woven geotextile 250.00 m2$__________ $____________

filter fabric, Class IITotal For Part B Road Resurfcaing & rehabilitation

Part C New Sidewalk- Birchmount Road

5 47 iS 110 / T-216.02-9 General excavation 70.00 m3$___________

GN125SS /RD4O8SP

48 TS 510 / Remove concrete/asphalt curb, curb 150.00 m$_________ $___________

GN1O6SS I and gutter, all typesRD4O7SS

V

49 TS 510/ Remove concrete median and traffic 25.00 m2$_________ $___________

GN1O6SS island to road base full depth, alltypes

50 TS 310/TS Supply and place HL 3 with PGAC 5.00 t$_________ $___________

3.10/TS 58-28 - hand laid -40 mm depthV 1003/TS 1101

/RD416SS

51 TS 310/IS Supply and place HL 8 with PGAC 10.00 t$_________ $___________

3.10/TS 58-28 - hand laid1003/IS 1101IRD416SS

V

52 TS 3.17/TS T-600.05-1 Construct concrete curb and gutter 150.00 m$_________ $___________

3.50/TS 1350I GN1O6SS /RD4O7SS

Jun 30, 2017 Page 3 -20



Adden- Item Standard Standard! Description Estimated Unit Unit Price Total Per Itemdum No. ! Special Special Quantity


53 SP1 Tree Implement Tree Inventory and 1.00 lump$________ $__________Inventory Preservation Plan sum

andPreservation Plan

54 Barrier for tree protection 550.00 m$__________ $____________

55 TS 501/IS Supply and place Granular A RAP 710.00 t$________ $___________1010

56 SP1 Supply and place High Performance 30.00 m3$__________ $____________Bedding

57 15 3.70/15 1-310.010-1 Construct concrete sidewalk, 1,800.00 m2$_________ $____________1350 / /T-310.010- including excavation and grading -

GN1O6SS 2/1-310.010 130 mm thick-6/1-310.010-71T-31 0.01 0-9/T-31 0.010-5

58 T5 3.70/15 1-310.010-1 Construct concrete sidewalk, 50.00 m2$_________ $____________1350 / /T-310.010- including excavation and grading -

GN1O6SS 2/1-310.010 150 mm thick-5/1-31 0.010-6/1-31 0.010-7/1-310.010-9

59 TS 3.70/IS 1-310.010-1 Construct concrete sidewalk, 100.00 m2$___________1350 / /T-310.010- including excavation and grading - $_________

____________

GN1O6SS 2/1-310.010 180 mm thick-6/1-310.010-7/T-310.010-9/1-310.010-5

60 TS 3.30/IS 1-310.050-8 Construct commercial asphalt 200.00 m2$_________ $___________1010 driveway with 80 mm HL8 and 50

mm HL 3F (FINE) PG 58-28 surfacecourse

61 TS 5.00/IS Supply and place 100 mm topsoil 4,000.00 m2$_________ $___________5.10 and No. 1 nursery sod, unstaked

62 TS 3.70 T-310.030-1 Supply and install tactile walking 110.00 m$_________ $____________

0/1-310.030 surface indicator - 610 mm width—11

4 63 Obliterate any obsolctc pavementNo Bid No Bid

markings within project limits sum

64 IS 3.50/IS 1-601.01-2 Construct concrete toe wall 30.00 m$____________1350 /

GN1O6SSTotal For Part C New Sidewalk- Birchmount Road

--

Part D New Sidewalk - Midland Ave

Jun3O,2017 Page3-2l

SECTION 3- TENDER SUBMISSION PACKAGEPRICING FORM




65 GN101SP Supply, install and manage “Capital 2.00 each$_________ $___________

Improvement Project ConstructionSign” as per contract documents

5 66 TS 2.10 I T-216.02-9 General excavation 100.00 m3$_________ $___________

GN125SS /RD408SP

67 Barrier for tree protection 100.00 m$_________ $____________

68 TS 510 / Remove asphalt driveways - all 360.00 m2$_________ $___________

GN 1 O6SS thicknesses

69 TS 510 / Remove concrete/asphalt curb, curb 400.00 m$_________ $___________

GN1O6SS / and gutter, all typesRD4O7SS

70 IS 510 / Remove concrete driveways - all 10.00 m2$_________ $___________

GN1O6SS thicknesses

71 TS 1010/TS T-310.050-8 Construct residential asphalt 200.00 m2$_________ $___________

3.30 driveway with 80 mm HL 3F (FINE)PG 58-28 surface course

72 TS 3.3OITS T-310.050-8 Construct commercial asphalt 30.00 m2$_________ $___________

1010 driveway with 80 mm HL8 and 50mm HL 3F (FINE) PG 58-28 surfacecourse

73 TS 1350 / T-310.050-8 Construct concrete driveway - 150 20.00 m2$_________

$___________

GN1O6SS mm thick

74 TS 3.80/TS T-561 .030-2 Remove, salvage and replace 20.00 m2$_________ $____________

510 / interlocking stones, unit payers,RD4I1SS / precast slabs, granite sets,RD412SS flagstones. including granular base

75 IS 3.17/IS 1-600.05-1 Construct concrete curb and gutter 400.00 m $ $___________

3.50/TS 1350/ GN1O6SS /RD4O7SS

76 IS 1350/IS 1-601.01-2 Constructconcretetoewall 45.00 m$__________

3.50/GN1O6SS

77 IS 5.00/TS Supply and place 100 mm topsoil 550.00 m2$_________ $___________

5.10 and No. 1 nursery sod, unstaked

78 TS 501/IS Supply and place Granular A RAP 530.00 t$_________ $___________

1010

79 IS 3.70/IS T-310.010-1 Construct concrete sidewalk, 1,150.00 m2$________ $__________

1350 / /1-310.010- including excavation and grading -

GN1O6SS 2/1-310.010 130 mm thick-6/1-310.010-7/1-310.010-9/1-310.010-5

Jun 30, 2017 Page 3-22

SECTION 3 - TENDER SUBMISSION PACKAGE

PRICING FORM


Adden- Item Standard Standardl Description Estimated Unit Unit Price Total Per Itemdum No. I Special Special Quantity


80 TS 3.70 T-310.030-1 Supply and install tactile walking 35.00 m$_________

$___________

OIT-310.030 surface indicator - 610 mm width—11

81 OPSS 710 I Supply and apply field reacted 16.00 m$_________ $___________

RD419SS polymeric pavement marking, solidwhite stop bar, 500 mm wide

82 OPSS 710 I Supply and apply field reacted 150.00 m$_________ $___________

RD419SS polymeric pavement marking, whiteor yellow, solid or skip line, 100mmwide

83 OPSS 710 I Obliterate obsolete existing 1.00 lump$_________ $___________

RD419SS pavement markings sum -

Total For Part D New Sidewalk - Midland AvePart E Contingency

84 Contingency Allowance 1.00 PS$220,000.00 $220,000.00

Total For Part E Contingency

Summary of Tender Total

Part A General Items for All Sections

Part B Road Resurfcaing & rehabilitation

Part C New Sidewalk- Birchmount Road

Part D New Sidewalk - Midland Ave

Part E Contingency

Total Bid Price = $X

_________________________

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”.

Company GST/HST Registration number:

__________________________

Jun3O,2017 Page3-23

Documents

Via Website posting (3 pages ADDENDUM NO.5 Toronto ... · Toronto, Ontario M5H 2N2 June 30, 2017 Via Website posting (3 pages + aftachment) ADDENDUM NO.5 TENDER CALL NO. 188-2017