Posted in pdf (3 pages+attachments)

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March 25, 2019

Posted in pdf (3 pages+Attachments)

Addendum No.5

Negotiable RFP Call No. 4204-19-5019

Contract No. 19ECS-LU-07SU/17SU, 20ECS-LU-06SU/16SU, 21ECS-LU-06SU/16SU

For: Standalone Watermain Replacement

CLOSING DATE: 12:00 NOON (LOCAL TIME), March 29, 2018

Please refer to the above Negotiated Request for Proposal (NRFP) document in your possession

and be advised of the following:

I. Attachment

1. Revised Pricing Form for Service Area A

2. Revised Pricing Form for Service Area B

3. MS Excel Pricing Form template for electronic submission copies as per Part 1.

Item 1.6.3

4. Special Provisions:

Site Specific Special Provisions SP20

Site Specific Special Provisions SP23

II. Revisions

The following Revisions are provided with this Addendum:

Appendix G – Special Specifications:

1. Replace Site Specific Special Provisions SP20 in its entirety with Site Specific

Special Provisions SP20 in in the Attachment 4 to this Addendum No. 5.

2. Replace Site Specific Special Provisions SP23 in its entirety with Site Specific

Special Provisions SP23 in the Attachment 4 to this Addendum No. 5.

Appendix C – Pricing Form:

3. Replace Item 3.1 - Pricing Form A (Service Area A) of Appendix C

– Pricing Form

in its entirety with the revised Pricing Form for Service Area A in the Attachment

1 to this Addendum No. 5.

4. Replace Item 3.2 - Pricing Form B (Service Area B) of Appendix C

– Pricing Form

in its entirety with the revised Pricing Form for Service Area B in the Attachment

2 to this Addendum No. 5.

5. Replace MS Excel Pricing Form template (Addendum 4) in its entirety with MS

Excel Pricing Form template as per Attachment 3 to this Addendum No. 5.

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Please confirm in incidences where a water service replacement is within a

sodded Blvd. at street line however the existing water box is found in the existing

sidewalk, will item no 68 apply to this?

Please confirm in incidences where a water service replacement is within a hard

surface (ex. asphalt driveway) and the existing water box is found in the existing

sidewalk, will a quantity of 2 be paid for the two different operations? (ex.

Restoration of asphalt driveway apron and restoration of min 3 sidewalk bays).

A1:

Site Specific Special Provisions SP20 has been revised.

Please refer to Section II –

Revisions, Item 1 of this Addendum No. 5.

Line Item 68 on the Pricing Forms for both service areas has been changed and Line

Item 68A has been added on the Pricing Form for both service areas. Please see

Section II – Revisions, Items 3 and 4 of this Addendum No. 5

Q2.

Item no. 31A found in service area A pricing form has a quantity of 0. Is this

correct?

A2:

Line Item 31A on the Pricing Forms for both service areas has been changed. Please

see Section II – Revisions, Items 3 and 4 of this Addendum No. 5

Q3.

Pre-Construction Condition Survey states:

“Measurement will be paid by each unit for construction condition surveys.

Payment shall be made upon receipt of each construction condition survey report

and shall be pro-rated based on the following:

- 70% at the completion of pre-construction report and

- 30% prorated against the pre-construction report, per

post-construction report at the completion of the post-post-construction project, if required.

Based on this description, this implies that when a quantity of 1(one) is paid for

this item, 70% of the item will be paid for pre-condition survey and the remaining

30% of the item will be paid for condition survey, however only if a

post-condition survey is required.

In addition, it appears that the quantity in the pricing form for this item is double

than what is required.

A3:

Site Specific Special Provisions SP23 has been revised.

Please refer to Section II –

Revisions, Item 2 of this Addendum No. 5.

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Should you have any questions regarding this addendum contact Anton Korol by email at

[email protected].

Please attach this addendum to your NRFP document and be governed accordingly. Proponents

must acknowledge receipt of all Addenda on the space provided in Appendix B

– Submission

Form – as per Part 3 – Terms and Conditions of the RFP Process, Item 3.2.2. All other aspects

of the NRFP remain the same.

Yours truly,

Joanne Kehoe

Manager

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1 GN130SS Payment for bonds for Program Year 1

1.00 PS $_________ $_________

2 GN130SS Payment for bonds for

Program Year 2

1.00 PS $_________ $_________

Program Year 3

1.00 PS $_________ $_________

4 GN131SS Payment for all insurance for

Program Year 1

1.00 PS $_________ $_________

Program Year 2

1.00 PS $_________ $_________

Program Year 3 1.00 PS $_________ $_________ 7 GN132SS/ SP22 Mobilization and demobilization 75.00 each $_________ $_________

8 TS 1.10 Field office 75.00 each $_________ $_________

9 TS 1.00/ GN102SP / GN105SS / RD419SS Traffic Control 24,960.00 m $_________ $_________

10 GN101SP Capital improvement project

construction signs

190.00 each $_________ $_________

11 GN129SP Construction banners 210.00 each $_________ $_________

5 12 GN116SP/ SP23 Pre-construction condition surveys 2,550.00 each $_________ $_________ 5 12A GN116SP/ SP23 Post-construction condition surveys 255.00 each $_________ $_________ 4 13 SP25 Provision of as-constructed

survey and as-built drawings

24,960.00 m $_________ $_________

14 TS 1010/TS 501/ GN122SP

Test pits as directed - backfill with 50 mm crushed

aggregate

380.00 each $_________ $_________

15 TS 13.10/ GN122SP

Test pits as directed - backfill with unshrinkable fill

350.00 each $_________ $_________

4 16 GN114SP/

SP24

Pre-construction photos and videos

24,960.00 m $_________ $_________

4 17 SP21 Supply, install, maintain and

remove tree protection fences

27,330.00 m $_________ $_________

4 18 OPSS 805

T-219.130-1

Sediment control fence 5,000.00 m $_________ $_________

19 GN127SP Portable changeable message 30.00 each $_________ $_________

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Part B Local Roads Section I Water 21 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM208SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T-1103.020/ T- 1103.020- 2/T- 1104.03- 3/T- 1104.03- 4/T- 1105.02- 1/T-1105.02-2 100 mm diameter PVC, CL 235, DR18, water service connection, complete 100.00 m $_________ $_________ 22 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T-1103.020/ T- 1103.020- 2/T- 1104.03- 3/T- 1104.03- 4/T- 1105.02- 1/T-1105.02-2 150 mm PVC watermain, CL 235, DR18, within boulevard 17,530.00 m $_________ $_________

22a Base Cost 0m-499m 10,504.04 m $_________ $_________

22b Length Efficiency 500m-999m 4,853.19 m %_________ $_________

22c Length Efficiency 1000m+ 2,172.77 m %_________ $_________

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23 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T-1103.020/ T- 1103.020- 2/T- 1104.03- 3/T- 1104.03- 4/T- 1105.02- 1/T-1105.02-2

Supplemental Cost for installation of 150 mm PVC watemain, CL 305, DR14 11,010.00 m $_________ $_________ 4 24 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T-1103.020/ T- 1103.020- 2/T- 1104.03- 3/T- 1104.03- 4/T- 1105.02- 1/T-1105.02-2

Supplemental Cost for temporary and permanent trench restoration of 150 mm PVC watermain in roadway instead of boulevard 15,830.00 m $_________ $_________ 25 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T-1103.020/ T- 1103.020- 2/T- 1104.03- 3/T- 1104.03- 4/T- 1105.02- 1/T-1105.02-2 200 mm PVC watermain, CL 235, DR18, within boulevard 6,060.00 m $_________ $_________

25a Base Cost 0m-499m 1,490.42 m $_________ $_________

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Supplemental Cost for temporary and permanent trench restoration of 200 mm PVC watermain in roadway instead of boulevard 5,710.00 m $_________ $_________ 28 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T-1103.020/ T- 1103.020- 2/T- 1104.03- 3/T-1104.03-4 300 mm PVC watermain, CL 235, DR18, within boulevard 1,430.00 m $_________ $_________

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29 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T-1103.020/ T- 1103.020- 2/T- 1104.03- 3/T-1104.03-4

Supplemental Cost for installation of 300 mm PVC watemain, CL 305, DR14

850.00 m $_________ $_________

4 30 Supplemental Cost for

temporary and permanent restoration of 300 mm PVC watermain in roadway instead of boulevard 970.00 m $_________ $_________ 31 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / WM211SS T-1104.03- 3/T- 1104.03/T- 1104.03- 1/T- 1104.03- 2/T- 1104.03- 4/T- 1107.04- 3/T-1107.04-4

Connect new watermain to existing watermain, (all sizes) complete 230.00 each $_________ $_________ 5 31A TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / T-1104.03- 3/T- 1104.03/T- 1104.03- 1/T- 1104.03- 2/T- 1104.03- 4/T- 1107.04- 3/T-1107.04-4

Supplemental Cost for water source 300mm and greater.

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33 TS 510/TS 1010/ SW301SP /

SW305SP

Break down maintenance holes, catch basins, ditch inlets and chambers to 1.0 m below grade

180.00 each $_________ $_________

34 TS 13.10/TS 510

Remove maintenance hole chambers, full depth - up to 3.0 m depth

100.00 each $_________ $_________

35 TS 510 Remove fire hydrant including

valve box and capping end

180.00 each $_________ $_________

36 TS 510 Remove existing tee / cross

connection from existing watermain and replace with filler piece (all types and sizes)

50.00 each $_________ $_________

37 TS 401/TS 7.30/TS 441/TS 510

Cut and cap the existing watermain ends (all sizes)

330.00 each $_________ $_________ 38 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T-1101.02-2

100 mm gate valve and valve box 70.00 each $_________ $_________ 39 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T-1101.02-2

150 mm gate valve and valve box

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40 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T-1101.02-2

200 mm gate valve and valve box 180.00 each $_________ $_________ 41 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T- 1101.02- 2/T-1102.01-1

300 mm gate valve and valve box 40.00 each $_________ $_________ 4 41A TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T- 1101.02- 2/T-1102.01-1

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4 41B TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T- 1101.02- 2/T-1102.01-1

Temporary 150 mm gate valve 65.00 each $_________ $_________

4 41C TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T- 1101.02- 2/T-1102.01-1

4 41D TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T- 1101.02- 2/T-1102.01-1

42 WM201SP / WM209SS / WM211SS T-1101.02-2

150 mm insertion gate valve and valve box

30.00 each $_________ $_________ 43 WM201SP / WM209SS / WM211SS T-1101.02-2

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44 WM201SP / WM209SS / WM211SS T-1101.02- 2/T-1102.01-1

10.00 each $_________ $_________ 45 WM201SP / WM209SS / WM211SS T-1102.01- 1/T-1101.02-2

10.00 each $_________ $_________ 46 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM202SP / WM201SP / WM205SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T- 1105.01/T-1103.020

New hydrant, complete 210.00 each $_________ $_________

47 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS Looping of proposed

watermain / water service / fire hydrant lead to avoid conflict with utility or service not shown on drawings - 150 mm

diameter pipe

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48 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS Looping of proposed watermain / water service to avoid conflict with utility or service not shown on drawings - 200 mm diameter pipe 50.00 each $_________ $_________ 49 TS 7.22/TS 7.30/TS 7.40/TS 401/TS 441/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS Looping of proposed watermain / water service to avoid conflict with utility or service not shown on drawings - 300 mm diameter pipe 30.00 each $_________ $_________ 50 / WM201SP T-708.01-4 Styrofoam insulation - 50 mm thick 3,150.00 m2 $_________ $_________

4 51 SP14 Excavate and provide an

abandoned watermain sample (200mm to 300mm long) as per Special Specification. Unit rate to include backfill and restoration

20.00 each $_________ $_________

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52 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM203SP / WM205SS / WM208SS / WM209SS / WM211SS

T-1104.01 19 mm diameter copper water service connections to the property line, greater than 8 m in length, complete 1,060.00 each $_________ $_________ 53 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM203SP / WM205SS / WM208SS / WM209SS / WM211SS

T-1104.01 19 mm diameter copper water service connections to the property line, up to 8 m in length, complete 900.00 each $_________ $_________ 54 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM203SP / WM205SS / WM208SS / WM209SS / WM211SS

T-1104.01 25 mm diameter copper water service connections to the property line, greater than 8 m in length, complete

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T-1104.01 25 mm diameter copper water service connections to the property line, up to 8 m in length, complete 90.00 each $_________ $_________ 56 TS 7.22/TS 7.30/TS 7.40/TS 401/TS 441/TS 518/ WM203SP / WM205SS / WM208SS / WM209SS / WM211SS T-1104.02-1

38 mm diameter copper water service connections to the property line, greater than 8 m in length, complete 20.00 each $_________ $_________ 57 TS 7.22/TS 7.30/TS 7.40/TS 401/TS 441/TS 518/ WM203SP / WM205SS / WM208SS / WM209SS / WM211SS T-1104.02-1

38 mm diameter copper water service connections to the property line, up to 8 m in length, complete

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58 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM203SP / WM205SS / WM208SS / WM209SS / WM211SS T-1104.02-1

50 mm diameter copper water service connections to the property line, up to 8 m in length, complete 30.00 each $_________ $_________ 5 60 TS 7.22/TS 7.30/TS 7.40/TS 7.70/TS 401/TS 441/TS 518/ WM203SP / WM205SS / WM208SS / WM209SS T-1104.02- 1/T- 1106.04/T-1104.01

Reconnect existing copper service (all sizes) to new watermain

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61 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM203SP / WM205SS / WM208SS / WM209SS /WM211S S

T-1104.01 Cut, extend and reconnect existing 19 mm diameter copper pipe service to new watermain, including any necessary copper pipe to complete installation 100.00 each $_________ $_________ 62 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM203SP / WM205SS / WM209SS /WM211S S

T-1104.01 Cut, extend and reconnect existing 25 mm diameter copper pipe service to new watermain, including any necessary copper pipe to complete installation 80.00 each $_________ $_________ 63 TS 7.22/TS 7.30/TS 7.40/TS 401/TS 441/TS 518/TS 7.70/ WM203SP / WM205SS / WM208SS / WM209SS /WM211S S T-1104.02-1

Cut, extend and reconnect existing 38 mm diameter copper pipe service to new watermain, including any necessary copper pipe to complete installation

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64 TS 7.22/TS 7.30/TS 7.40/TS 401/TS 441/TS 518/TS 7.70/ WM203SP / WM205SS / WM208SS / WM209SS /WM211S S T-1104.02-1

20.00 each $_________ $_________

65 WM206SP Test pit to investigate condition

of water service 300.00 each $_________ $_________ 66 TS 510/ WM207SP / WM209SS / WM211SS

Remove and replace non-operational curb stops (all sizes) at streetline including all connections

280.00 each $_________ $_________

4 67 WM203SP

/SP31

Supplemental cost for installing water service connection by an approved method under/near trees/utilities 170.00 each $_________ $_________ 4 67A WM203SP /SP32

Supplemental cost for installing water service connection by an approved method under/near poles

170.00 each $_________ $_________

5 68 SP17 Supplemental costs for the

restoration of hard surfaces (gravel, asphalt, interlocking brick, and retaining wall) in the vicinity of water service replacements.

220.00 each $_________ $_________

5 68A SP20 Supplemental costs for the

restoration of sidewalk, sod and apron due to the curb stop relocation.

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Section II Sewer 69 OPSS

1860

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

840.00 each $_________ $_________

70 SW303SS Clean out existing catch

basins and sumps

490.00 each $_________ $_________

71 TS 409 / SW302SS

Clean, flush and video sanitary and storm sewers and

maintenance holes - before construction

44,150.00 m $_________ $_________

72 TS 409 / SW302SS

maintenance holes - after construction

44,150.00 m $_________ $_________

73 /

SW302SS

High-pressure flushing for excessive debris in sewers

17,860.00 m $_________ $_________

Section III Road 74 TS 3.90 /

GN106SS

Rout and seal joints and minor cracks in pavement

25,380.00 m $_________ $_________

75 TS 3.15 / GN121SS

Cold milling of asphalt

pavement - up to 50 mm depth

121,210.00 m2 $_________ $_________

76 TS 3.15/ GN121SS / RD403SP

pavement containing asbestos - up to 50 mm depth 30,390.00 m2 $_________ $_________ 77 TS 3.10/TS 3.20/TS 310/TS 1003/TS 1101/TS 1151/TS 2.10 / RD423SS Superpave 12.5, Traffic Category B, PG 58-28 5,350.00 t $_________ $_________ 78 TS 1101/TS 2.10/TS 3.10/TS 3.20/TS 310/TS 1003/TS 1151 / RD423SS Superpave 12.5, Traffic Category B, PG 64-28 10,350.00 t $_________ $_________

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79 TS 3.20/TS 310/TS 1003/TS 1101/TS 1151/TS 3.10/TS 2.10 / RD423SS Superpave 12.5 FC1, Traffic Category C, PG 64-28 70.00 t $_________ $_________ 80 TS 3.10/TS 3.20/TS 310/TS 1003/TS 1101/TS 1151/TS 2.10 / RD423SS Superpave 12.5 FC2, Traffic Category D, PG 64-28 80.00 t $_________ $_________ 81 TS 1101/TS 2.10/TS 3.10/TS 3.20/TS 310/TS 1003/TS 1151 / RD423SS Superpave 19.0, Traffic Category D, PG 58-28 220.00 t $_________ $_________ 82 OPSS 710 / RD419SS / GN121SS

Field reacted polymeric pavement marking - 500 mm wide 880.00 m $_________ $_________ 83 OPSS 710 / RD419SS / GN121SS

Field reacted polymeric pavement marking - 100 mm wide 8,920.00 m $_________ $_________ 84 OPSS 710 / RD419SS / GN121SS T-216.02-25

Field reacted polymeric pavement marking - catch basin arrow 700.00 each $_________ $_________ 85 OPSS 710 / RD419SS / GN121SS T-310.030-5

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86 TS 3.70 T-310.030- 10/T- 310.030-11

Tactile walking surface indicator 180.00 m $_________ $_________ 87 RD403SP / GN106SS T-508.010-1

Supplemental cost for removal and disposal of asbestos containing asphalt in trench excavation 7,500.00 m2 $_________ $_________ 88 / GN106SS T-508.010-1

Supplemental cost for removal and restoration of composite pavement over flexible pavement requirements in trench excavation 1,100.00 m2 $_________ $_________ 89 TS 510 Remove contaminated materials 1,000.00 t $_________ $_________

Section IV Additional Supplemental Costs

4 90 SP26 Supplemental Cost for Paid

Duty Officers

790.00 hr $_________ $_________

4 91 SP27 Supplemental Cost for

Crossing Major Roads

1,220.00 m $_________ $_________

4 92 SP29 Supplemental Cost for Night

Work

1,250.00 m $_________ $_________

Crossing School Properties

600.00 m $_________ $_________

94 Contingency allowance N/A N/A N/A N/A

Summary of Proposal

Service Area A Part A General

Total For Section III Road

Total For Section IV Additional Supplemental Costs Total For Part B Local Roads

Part C Contingency

Total For Part C Contingency

Total

Part B Local Roads Subtotal

Contingency (10.00%)

Company GST/HST Registration Number: Total Bid Price= $x

HST Amount (13%) = $y

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1 GN130SS Payment for bonds for Program Year 1

1.00 PS $_________ $_________

Program Year 2

1.00 PS $_________ $_________

Program Year 3

1.00 PS $_________ $_________

Program Year 1

1.00 PS $_________ $_________

Program Year 2

1.00 PS $_________ $_________

Program Year 3 1.00 PS $_________ $_________ 7 GN132SS/ SP22 Mobilization and demobilization 75.00 each $_________ $_________

8 TS 1.10 Field office 75.00 each $_________ $_________

9 TS 1.00/ GN102SP / GN105SS / RD419SS Traffic Control 26,020.00 m $_________ $_________

10 GN101SP Capital improvement project

construction signs

170.00 each $_________ $_________

11 GN129SP Construction banners 440.00 each $_________ $_________

5 12 GN116SP/ SP23 Pre-construction condition surveys 2,760.00 each $_________ $_________ 5 12A GN116SP/ SP23 Post-construction condition surveys 276.00 each $_________ $_________ 4 13 SP25 Provision of as-constructed

survey and as-built drawings

26,020.00 m $_________ $_________

14 TS 1010/TS 501/ GN122SP

Test pits as directed - backfill with 50 mm crushed

aggregate

320.00 each $_________ $_________

15 TS 13.10/ GN122SP

Test pits as directed - backfill with unshrinkable fill

290.00 each $_________ $_________

4 16 GN114SP/

SP24

Pre-construction photos and videos

26,020.00 m $_________ $_________

4 17 SP21 Supply, install, maintain and

remove tree protection fences

30,930.00 m $_________ $_________

4 18 OPSS 805

T-219.130-1

Sediment control fence 5,000.00 m $_________ $_________

19 GN127SP Portable changeable message 30.00 each $_________ $_________

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Part B Local Roads Section I Water 21 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM208SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T-1103.020/ T- 1103.020- 2/T- 1104.03- 3/T- 1104.03- 4/T- 1105.02- 1/T-1105.02-2 100 mm diameter PVC, CL 235, DR18, water service connection, complete 90.00 m $_________ $_________ 22 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T-1103.020/ T- 1103.020- 2/T- 1104.03- 3/T- 1104.03- 4/T- 1105.02- 1/T-1105.02-2 150 mm PVC watermain, CL 235, DR18, within boulevard 16,070.00 m $_________ $_________

22a Base Cost 0m-499m 9,359.15 m $_________ $_________

22b Length Efficiency 500m-999m 6,710.85 m %_________ $_________

22c Length Efficiency 1000m+ 0.00 m %_________ $_________

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Supplemental Cost for temporary and permanent trench restoration of 150 mm PVC watermain in roadway instead of boulevard 14,410.00 m $_________ $_________ 25 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T-1103.020/ T- 1103.020- 2/T- 1104.03- 3/T- 1104.03- 4/T- 1105.02- 1/T-1105.02-2 200 mm PVC watermain, CL 235, DR18, within boulevard 8,380.00 m $_________ $_________

25a Base Cost 0m-499m 5,524.38 m $_________ $_________

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Supplemental Cost for temporary and permanent trench restoration of 200 mm PVC watermain in roadway instead of boulevard 8,050.00 m $_________ $_________ 28 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T-1103.020/ T- 1103.020- 2/T- 1104.03- 3/T-1104.03-4 300 mm PVC watermain, CL 235, DR18, within boulevard 1,550.00 m $_________ $_________

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29 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T-1103.020/ T- 1103.020- 2/T- 1104.03- 3/T-1104.03-4

Supplemental Cost for installation of 300 mm PVC watemain, CL 305, DR14

730.00 m $_________ $_________

4 30 Supplemental Cost for

temporary and permanent restoration of 300 mm PVC watermain in roadway instead of boulevard 1,080.00 m $_________ $_________ 31 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / WM211SS T-1104.03- 3/T- 1104.03/T- 1104.03- 1/T- 1104.03- 2/T- 1104.03- 4/T- 1107.04- 3/T-1107.04-4

Connect new watermain to existing watermain, (all sizes) complete 220.00 each $_________ $_________ 5 31A TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM201SP / WM205SS / WM209SS / T-1104.03- 3/T- 1104.03/T- 1104.03- 1/T- 1104.03- 2/T- 1104.03- 4/T- 1107.04- 3/T-1107.04-4

Supplemental Cost for water source 300mm and greater.

(27)

33 TS 510/TS 1010/ SW301SP /

SW305SP

Break down maintenance holes, catch basins, ditch inlets and chambers to 1.0 m below grade

150.00 each $_________ $_________

34 TS 13.10/TS 510

Remove maintenance hole chambers, full depth - up to 3.0 m depth

80.00 each $_________ $_________

35 TS 510 Remove fire hydrant including

valve box and capping end

200.00 each $_________ $_________

36 TS 510 Remove existing tee / cross

connection from existing watermain and replace with filler piece (all types and sizes)

50.00 each $_________ $_________

37 TS 401/TS 7.30/TS 441/TS 510

Cut and cap the existing watermain ends (all sizes)

320.00 each $_________ $_________ 38 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T-1101.02-2

100 mm gate valve and valve box 90.00 each $_________ $_________ 39 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T-1101.02-2

150 mm gate valve and valve box

(28)

40 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T-1101.02-2

200 mm gate valve and valve box 220.00 each $_________ $_________ 41 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T- 1101.02- 2/T-1102.01-1

300 mm gate valve and valve box 40.00 each $_________ $_________ 4 41A TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T- 1101.02- 2/T-1102.01-1

(29)

4 41B TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T- 1101.02- 2/T-1102.01-1

4 41C TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T- 1101.02- 2/T-1102.01-1

4 41D TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS T- 1106.04/T- 1101.02- 2/T-1102.01-1

42 WM201SP / WM209SS / WM211SS T-1101.02-2

20.00 each $_________ $_________ 43 WM201SP / WM209SS / WM211SS T-1101.02-2

(30)

44 WM201SP / WM209SS / WM211SS T-1101.02- 2/T-1102.01-1

10.00 each $_________ $_________ 45 WM201SP / WM209SS / WM211SS T-1102.01- 1/T-1101.02-2

10.00 each $_________ $_________ 46 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM202SP / WM201SP / WM205SS / WM209SS / WM211SS T- 1103.01/T- 1106.04/T- 1105.01/T-1103.020

New hydrant, complete 230.00 each $_________ $_________

47 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS Looping of proposed

watermain / water service / fire hydrant lead to avoid conflict with utility or service not shown on drawings - 150 mm

diameter pipe

(31)

48 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS Looping of proposed watermain / water service to avoid conflict with utility or service not shown on drawings - 200 mm diameter pipe 70.00 each $_________ $_________ 49 TS 7.22/TS 7.30/TS 7.40/TS 401/TS 441/TS 518/ WM201SP / WM205SS / WM209SS / WM211SS Looping of proposed watermain / water service to avoid conflict with utility or service not shown on drawings - 300 mm diameter pipe 30.00 each $_________ $_________ 50 / WM201SP T-708.01-4 Styrofoam insulation - 50 mm thick 2,340.00 m2 $_________ $_________

4 51 SP14 Excavate and provide an

abandoned watermain sample (200mm to 300mm long) as per Special Specification. Unit rate to include backfill and restoration

30.00 each $_________ $_________

(32)

T-1104.01 19 mm diameter copper water service connections to the property line, greater than 8 m in length, complete 1,130.00 each $_________ $_________ 53 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM203SP / WM205SS / WM208SS / WM209SS / WM211SS

T-1104.01 19 mm diameter copper water service connections to the property line, up to 8 m in length, complete 1,040.00 each $_________ $_________ 54 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM203SP / WM205SS / WM208SS / WM209SS / WM211SS

T-1104.01 25 mm diameter copper water service connections to the property line, greater than 8 m in length, complete

(33)

T-1104.01 25 mm diameter copper water service connections to the property line, up to 8 m in length, complete 80.00 each $_________ $_________ 56 TS 7.22/TS 7.30/TS 7.40/TS 401/TS 441/TS 518/ WM203SP / WM205SS / WM208SS / WM209SS / WM211SS T-1104.02-1

38 mm diameter copper water service connections to the property line, up to 8 m in length, complete

(34)

58 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/ WM203SP / WM205SS / WM208SS / WM209SS / WM211SS T-1104.02-1

50 mm diameter copper water service connections to the property line, up to 8 m in length, complete 20.00 each $_________ $_________ 5 60 TS 7.22/TS 7.30/TS 7.40/TS 7.70/TS 401/TS 441/TS 518/ WM203SP / WM205SS / WM208SS / WM209SS T-1104.02- 1/T- 1106.04/T-1104.01

Reconnect existing copper service (all sizes) to new watermain

(35)

61 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM203SP / WM205SS / WM208SS / WM209SS /WM211S S

T-1104.01 Cut, extend and reconnect existing 19 mm diameter copper pipe service to new watermain, including any necessary copper pipe to complete installation 100.00 each $_________ $_________ 62 TS 401/TS 7.30/TS 441/TS 7.22/TS 7.40/TS 518/TS 7.70/ WM203SP / WM205SS / WM209SS /WM211S S

T-1104.01 Cut, extend and reconnect existing 25 mm diameter copper pipe service to new watermain, including any necessary copper pipe to complete installation 100.00 each $_________ $_________ 63 TS 7.22/TS 7.30/TS 7.40/TS 401/TS 441/TS 518/TS 7.70/ WM203SP / WM205SS / WM208SS / WM209SS /WM211S S T-1104.02-1

(36)

64 TS 7.22/TS 7.30/TS 7.40/TS 401/TS 441/TS 518/TS 7.70/ WM203SP / WM205SS / WM208SS / WM209SS /WM211S S T-1104.02-1

10.00 each $_________ $_________

65 WM206SP Test pit to investigate condition

of water service 230.00 each $_________ $_________ 66 TS 510/ WM207SP / WM209SS / WM211SS

Remove and replace non-operational curb stops (all sizes) at streetline including all connections

330.00 each $_________ $_________

4 67 WM203SP

/SP31

Supplemental cost for installing water service connection by an approved method under/near trees/utilities 120.00 each $_________ $_________ 4 67A WM203SP /SP32

Supplemental cost for installing water service connection by an approved method under/near poles

120.00 each $_________ $_________

5 68 SP17 Supplemental costs for the

restoration of hard surfaces (gravel, asphalt, interlocking brick, and retaining wall) in the vicinity of water service replacements.

260.00 each $_________ $_________

5 68A SP20 Supplemental costs for the

restoration of sidewalk, sod and apron due to the curb stop relocation.

(37)

Section II Sewer 69 OPSS

1860

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

910.00 each $_________ $_________

70 SW303SS Clean out existing catch

basins and sumps

560.00 each $_________ $_________

71 TS 409 / SW302SS

maintenance holes - before construction

45,570.00 m $_________ $_________

72 TS 409 / SW302SS

maintenance holes - after construction

45,570.00 m $_________ $_________

73 /

SW302SS

High-pressure flushing for excessive debris in sewers

10,760.00 m $_________ $_________

Section III Road 74 TS 3.90 /

GN106SS

Rout and seal joints and minor cracks in pavement

32,780.00 m $_________ $_________

75 TS 3.15 / GN121SS

pavement - up to 50 mm depth

121,240.00 m2 $_________ $_________

76 TS 3.15/ GN121SS / RD403SP

pavement containing asbestos - up to 50 mm depth 31,860.00 m2 $_________ $_________ 77 TS 3.10/TS 3.20/TS 310/TS 1003/TS 1101/TS 1151/TS 2.10 / RD423SS Superpave 12.5, Traffic Category B, PG 58-28 5,280.00 t $_________ $_________ 78 TS 1101/TS 2.10/TS 3.10/TS 3.20/TS 310/TS 1003/TS 1151 / RD423SS Superpave 12.5, Traffic Category B, PG 64-28 11,350.00 t $_________ $_________

(38)

79 TS 3.20/TS 310/TS 1003/TS 1101/TS 1151/TS 3.10/TS 2.10 / RD423SS Superpave 12.5 FC1, Traffic Category C, PG 64-28 90.00 t $_________ $_________ 80 TS 3.10/TS 3.20/TS 310/TS 1003/TS 1101/TS 1151/TS 2.10 / RD423SS Superpave 12.5 FC2, Traffic Category D, PG 64-28 100.00 t $_________ $_________ 81 TS 1101/TS 2.10/TS 3.10/TS 3.20/TS 310/TS 1003/TS 1151 / RD423SS Superpave 19.0, Traffic Category D, PG 58-28 250.00 t $_________ $_________ 82 OPSS 710 / RD419SS / GN121SS

Field reacted polymeric pavement marking - 500 mm wide 550.00 m $_________ $_________ 83 OPSS 710 / RD419SS / GN121SS

Field reacted polymeric pavement marking - 100 mm wide 4,690.00 m $_________ $_________ 84 OPSS 710 / RD419SS / GN121SS T-216.02-25

Field reacted polymeric pavement marking - catch basin arrow 720.00 each $_________ $_________ 85 OPSS 710 / RD419SS / GN121SS T-310.030-5

(39)

86 TS 3.70 T-310.030- 10/T- 310.030-11

Tactile walking surface indicator 120.00 m $_________ $_________ 87 RD403SP / GN106SS T-508.010-1

Supplemental cost for removal and disposal of asbestos containing asphalt in trench excavation 11,690.00 m2 $_________ $_________ 88 / GN106SS T-508.010-1

Supplemental cost for removal and restoration of composite pavement over flexible pavement requirements in trench excavation 1,100.00 m2 $_________ $_________ 89 TS 510 Remove contaminated materials 1,000.00 t $_________ $_________

Section IV Additional Supplemental Costs

4 90 SP26 Supplemental Cost for Paid

Duty Officers

900.00 hr $_________ $_________

Crossing Major Roads

1,200.00 m $_________ $_________

4 92 SP29 Supplemental Cost for Night

Work

1,300.00 m $_________ $_________

Crossing School Properties

700.00 m $_________ $_________

94 Contingency allowance N/A N/A N/A N/A

Summary of Proposal

Service Area B Part A General

Total For Section III Road

Total For Section IV Additional Supplemental Costs Total For Part B Local Roads

Part C Contingency

Total For Part C Contingency

Total

Part B Local Roads Subtotal

Contingency (10.00%)

Company GST/HST Registration Number: Total Bid Price= $x

HST Amount (13%) = $y

(40)

– SP23

Special Provision

January 2019

Pre-construction Condition Survey

The Work performed under this RFP item shall be the completion of a site pre-construction

condition survey of all properties adjacent to the proposed Work. The sites requiring condition

surveys shall be provide to the Contractor at the start of each program year.

The pre-construction condition survey shall be completed by an independent consulting engineer

with documented experience, as a third party, in interior and exterior condition surveys of

structures near construction operations.

The pre-construction condition survey shall be completed at least one week prior to the start of

each street location of the Work, and shall be conducted on all businesses and residences

immediately located within, adjacent to, or within 30 metres of the Work area and for selected

business or residences located outside of the Work area.

A Construction Notice on City of Toronto letterhead shall be prepared by the Contract

Administrator advising of the pre-construction condition survey. These notices shall be hand

delivered by the Contractor to all affected owners and occupants.

The pre-construction condition survey consists of the following activities:

1. Survey data shall be recorded in a written and by photographic means, as deemed

necessary for proper record;

2. The type and date of construction shall be recorded;

3. Differential settlements and visible cracks in walls, floors and ceilings shall be identified

and described room by room. All other structural or cosmetic damages shall be identified

and recorded;

4. All driveways, walks and stairs shall be inspected and any existing damage shall be

recorded; and

5. Completion of a report indicating properties inspected, refusals of entry and an evaluation

of potential hazards.

(41)

Following delivery of survey notices and preliminary attempts to contact property owners, the

Contractor shall provide the Contract Administrator with an intermediate report detailing attempts

to contact property owners and responses.

Upon the completion of the survey, the Contractor shall provide the Contract Administrator with a

log of all dates the properties were visited, which properties were surveyed, and which properties

refused survey.

Upon the completion of the surveys and reports, the Contractor shall provide one hard copy and

one digital copy in PDF format copies of the condition survey report to the Contract Administrator.

When requested from a resident, the City not the independent consulting engineer is to provide a

copy of the condition survey and photos of the surveyed property to the property owner.

Post-construction Condition Survey

The same independent consulting engineer shall complete the pre-construction condition and the

post-construction condition surveys.

The post-construction condition survey shall be completed on all residences and businesses that

have reported issues as a result of the Work. The post-construction condition survey shall inspect

any damage that may have occurred as a result of the Work.

In the event of any claims for damages because of the construction, the independent consulting

engineer shall supply post-construction condition surveys and accompanying reports.

The Contractor shall be responsible for dealing with and settling any claims that may result. The

Contract Administrator shall be kept informed of all claims received and the status of the claims.

The Contractor shall be responsible for all damage due to Construction. The Contractor shall

indemnify the Owner against any claims by abutting property owners for damages sustained due

to any construction activities.

Measurement for Payment

Measurement shall be paid by each unit for construction condition surveys. Payment shall be

made upon receipt of each construction condition survey report.

(42)

2. Site Specific Special Provision #20 - Removal and Replacement of Existing

Sidewalks due to Curb Stop Replacement – SP20

Special Provision

December 2018

Where existing curb stops are located within the existing sidewalk the Contractor shall remove

the existing curb stops and abandon the existing water service where directed by the Contract

Administrator.

The locations on the Contract Drawings are approximate and may be adjusted in the field, as

directed by the Contract Administrator.

Sidewalk removal and replacement due to utility and maintenance repairs is covered under the

Roadworks utility cut and maintenance items.

Removal of the existing curb stops within existing sidewalks where directed by the Contract

Administrator including:

 removal of existing curb stop box and rod to a minimum of 0.3 m below finished grade;

 removal of existing concrete sidewalk from expansion joint to expansion joint (three (3) bay

minimum) and disposal offsite.

 permanent restoration of concrete sidewalk as per TS-3.70. A minimum of three (3) bays

from expansion joint to expansion joint of sidewalk are to be removed and replaced;

 permanent restoration of sodded areas and asphalt driveways as per TS 3.70.07.16 and TS

310 adjacent to the replaced sidewalk that have been disturbed by the sidewalk

construction.

 in the event that a driveway apron, the area between the back of curb and edge of sidewalk,

is impacted, this entire area shall be restored.

Measurement of Payment

Payment shall be made per each occurrence of existing concrete sidewalk to be removed and

replaced as a result of an existing curb stop being removed within an existing concrete sidewalk

at the price Quoted by the Contractor. All other temporary and permanent restoration activities

(43)