Special Specifications (Page 4A-32to 4A-33): Clause 12. … · 2020-03-16 · iTORONTO Michael Pacholok Purchasing and Materials Management Joanne Kehoe Chief Purchasing DIIicer Division

iTORONTOMichael Pacholok Purchasing and Materials Management Joanne KehoeChief Purchasing DII icer Division Manager

City Halt, 1 8t Floor! West Tower Construction100 Queen Street West ServicesToronto, Ontario M5H 2N2

March 23, 2018 Via Internet Posting — 18 pages

ADDENDUM NO. 2

TENDER CALL NO. 80-2018CONTRACT NO. 18ECS-Tl-13MR

Re: Road Resurfacing, Martin Grove Road from Eglinton Avenue West to LavingtonDrive; The Westway from Martin Grove Road to Royal York Road; Pedestrian

Improvement Work at Eglinton Avenue West & Martin Grove Road Intersection, Toronto.

CLOSING DATE: MARCH 28. 2018 12:00 NOON (LOCAL TIME)

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

1. REVISED Section 4A — Special Specifications (Page 4A-32 to 4A-33):

Clause 12. Superpave Asphalt — SP#1 —has been revised, and is enclosed with thisAddendum.

2. REVISED Section 4A — Special Specifications (Page 4437 to 4A-38):

Clause 15. Milling and Paving — SP#6 —has been revised, and is enclosed with thisAddendum.

3. REVISED Section 4A — Special Specifications (Page 4A-45):

Clause 22. Driveways and Asphalt Boulevards — SP#13 —has been revised, and isenclosed with this Addendum.

4. REVISED Pricing Form:

Delete the Pricing Form provided with the call document and Replace with Pricing FormAddendum 2 Revised dated March 22, 2018 as provided with this Addendum.

Note: Item description #79 has been revised from “Superpave 19.0, Traffic Category D,PG 58-28” to ‘Superpave 19.0, Traffic Category 0, PG 64-28”.

5. QUESTIONS AND ANSWERS:

The following are responses to questions received during the call period:

Qi. May I request you to extend tender closing date for Tender call # 80-2018 by oneweek.

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Al. Please refer to issued Addendum No.1 with extension to March 28, 2018.

02. For items 95-97, the specifications state aluminum poles but the standard givenis for steel poles. Please confirm the pole being used for this job.

A2. Aluminum poles are to be supplied and installed as part this Contract.

3/

Should you have any questions regarding this addendum, please contact Brenda Duff ley atemail: [email protected] or fax (416) 397-7779.

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 Section 1 Tender Process Terms and Conditions, Item 9—Addenda, of the AFTdocument. All other aspects otie AFT remain the same.

/ //Yours trx4y, /7 /1

/ / // / /

/_ Jo%he KehoeManager, Construction ServicesPurchasing and Materials Management

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12. Superpave Asphalt – SP#1

Non-Standard Special Provision March 2018

All drawings and specifications referring to HL-1 for roadways shall be replaced with the appropriate surface course identified in the contract. Otherwise, SP 12.5 FC2, TC-E, PG 70-28 shall be used.

All drawings and specifications referring to HL-3 for roadways shall be replaced with the appropriate surface course identified in the contract. Otherwise, SP 12.5, TC-B, PG 64-28 shall be used.

All drawings and specifications referring to HL-3 or HL-3 (FINE) for driveways or hand-laid operations shall be replaced with the appropriate surface course identified in the contract. Otherwise, SP 9.5, TC-B, PG 58-28 shall be used.

All drawings and specifications referring to HL-8 for driveways or hand-laid operations shall be replaced with the appropriate binder course identified in the contract. Otherwise, SP 19.0, TC-B, PG 58-28 shall be used.

All drawings and specifications referring to HL-8 (HS) for roadways shall be replaced with the appropriate surface course identified in the contract. Otherwise, SP 19.0, TC-E, PG 64-28 shall be used.

Superpave 12.5 FC1, Traffic Category C shall be used along The Westway

Superpave 12.5 FC2, Traffic Category D shall be used along Martin Grove Road

Amendment to TS 1101, September 2017 – Material Specification for Performance Graded Asphalt Cement

Table 1 of TS 1101 is deleted in its entirety and replaced with the following:

Table 1 – Additional asphalt cement testing requirements and acceptance criteria for all PGAC grades

PGAC Grade

Property and

Attributes (Unit)

Test Method

Results Reported Rounded

to the Acceptance

Criteria Borderline Rejectable All

PGAC Grades

Ash Content, % by mass of residue (%)

LS-227 0.1 ≤ 0.6 N/A > 0.6

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PGAC Grade (PG XX-YY)

ASTM 7643 0.1 XX > [64 or 70]

and YY < -28

Individual XX and YY deviations ≤ 3.0

and the sum of deviations is ≤ 3.0

Individual XX and YY deviations > 3.0 or the sum of deviations > 3.0

Non-recoverable Multiple Stress

compliance at 3.2 kPa

(Jnr-3.2) (kPa-1)

Creep and Recovery

(MSCR) testing

0.01 < 4.0 N/A ≥ 4.0

All PGAC grades except

PG 58-28 and PG

52-34

Average percent

recovery at 3.2 kPa (R3.2) (%)

according to AASHTO TP 70

testing conducted at a temperature of 58°C (Zone 3)

0.1

> the lesser of

[(29.371)

(Jnr-3.2)-0.2633]

or 55

N/A

≤ the lesser of

[(29.371)

(Jnr-3.2)-0.2633 -

10] or 50

Average critical crack tip opening

displacement (CTOD or t)

( )

LS-299 0.1 ≥ 10.0 < 10.0 and ≥ 8.0 < 8.0

Maximum Grade Loss with reference

to the 1-hour results at -YY + 10

(oC)

LS-308, 72-hour results at -YY + 10

0.1 ≤ 6.0 > 6.0 and ≤ 7.0 > 7.0

LS-308, 72-hour results at -YY + 20

0.1 ≤ 4.0 > 4.0 and ≤ 6.0 > 6.0

Limiting Grade (oC) LS-308 0.1 ≤ -28 N/A > -28

Note: The test results from recovered asphalt cement are carried out for information purposes only. Notes

1, 2, and 3 are applicable to City staff only.

Note 1 Test method ASTM 7643, AASHTO TP70, LS-299 and LS-308 shall be performed on PGAC extracted and recovered from the loose HMA samples taken during construction of the pavement or from samples saw cut from the finished pavement.

Note 2: Recovered samples shall be used in place of rolling thin film oven (RTFO) residues and only further aged in the pressure aging vessel (PAV) for the purpose of AASHTO M320, LS-299 and LS-308 grading.

Note 3: All recovered PGAC samples shall be obtained by extraction using reagent grade dichloromethylene (DCM), trichloroethylene (TCE), or toluene, from loose hot-mix asphalt or from saw cut samples from the finished pavement. Fines shall be removed from the solution prior to recovery using a high speed centrifuge method. Recovery shall be under a nitrogen atmosphere according to the Rotavapor method in LS-284 or ASTM D7906.

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15. Milling and Paving – SP#6

Non-Standard Special Provision March 2018 In general, all pavement in this project will be milled 90 mm and paved with 50 mm of SP 19.0, traffic category D, PG 64-28, 40 mm of SP 12.5 FC2, traffic category D, PG 64-28 asphalt or 40 mm of SP 12.5 FC1, traffic category C, PG 64-28 asphalt.

1) Deep milling

Before, during or after the milling operations, the contract administrator may idenfity areas where an additional 50 mm shall be milled to address pavement distresses. To allow adequate cooling time, the deep milled area shall be paved level with the surrounding milled surface with SP 19.0 asphalt prior to paving the rest of the roadway.

Basis of Payment

Payment will be made by prorating the appropriate cold milling contract item to the item's 100 mm mill thickness. Example: 90 mm plus an additional 50 mm =140 mm. Prorate depth over 100 mm, thus 140 mm/100 mm*unit price per m2.

2) Profiling

In areas where profiling is required to achieve adequate crossfall (min 2%) and to correct undulations, the profiling shall be achieved during the millng process.

Basis of Payment

All costs associated with this work shall be considered incidental to all related items of work. No separate payment shall be made.

3) Scaling

If the milling of composite pavement results in asphalt delamination or scaling off of the asphalt from the concrete road base, the Contractor shall remove the non-bonded material using a mechanical device, such as a bobcat. Any well bonded asphalt is to remain in place.

4) Paving

Paving shall be in echelon for all surface course paving operations and where conditions permit for the final lift of base course asphalt.

A material transfer vehicle "shuttle buggy" shall be utilized for every paving operation.

Basis of Payment

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All costs associated with this work shall be considered incidental to all related items of work. No separate payment shall be made.

Basis of Payment

For all asphalt items, TS 310 Clause 310.09.01.03 entitled "Payment Mass" shall be amended such that all references to "15 percent" shall be replaced with "8 percent" for all base course asphalt and "5 percent" for all surface course asphalt. And references to "115 percent" shall be replaced with "108 percent" and "105 percent", respectively. The theoretical mass shall be based on the actual area constructed plus any approved padding and/or variations in depth.

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22. Driveways and Asphalt Boulevards – SP#13

Special Provision March 2018 Unless otherwise stated in the tender documents, the asphalt driveway and boulevard items shall be constructed according to specification TS 3.30 and drawing T-310.050-8, except that HL-3 (FINE) shall be replaced with SP 9.5, TC-B, PG 58-28 and HL-8 shall be replaced with SP 19.0, TC-B, PG 58-28. Asphalt sidewalk and boulevard shall be constructed as a residential asphalt driveway.

Unless otherwise stated in the tender documents, the concrete driveways shall be constructed according to specification TS 3.70 for concrete sidewalks and drawing T-310.050-8, except that commercial concrete driveways shall be 200mm thick.

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SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM

Contract No. 18ECS-TI-13MR

Item Standard/ Special

Specification

Description Estimated Quantity

Unit Unit PriceAdden-dum No.

Standard/ Special Drawing

Tender Call No.80-2018

Total Per Item

Part A General

1 Payment for all insurance lump sum

$_________ $_________1.00

2 Payment for bonds lump sum

$_________ $_________1.00

3 Mobilization and demobilization lump sum

$_________ $_________1.00

4 TS 1.00/ GN102SP / GN105SS / RD419SS

Traffic Control lump sum

$_________ $_________1.00

5 GN101SP Capital improvement project construction signs

each$_________ $_________6.00

6 Advance advisory signs each$_________ $_________18.00

7 GN127SP Portable changeable message sign each$_________ $_________4.00

8 TS 1.10 Field office each$_________ $_________1.00

9 SP#12 Pre-construction photos and videos lump sum

$_________ $_________1.00

10 OPSS 805 Sediment control fence m$_________ $_________

T-219.130-1 325.00

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

each$_________ $_________23.00

Total For Part A General

Part B Major Roads

Section I Road

Subsection 1 Investigations

12 SP#5 Clean out existing catch basins and sumps

each$_________ $_________232.00

13 SW302SS Clean out existing maintenance hole as directed by the City - all sizes

each$_________ $_________143.00

14 TS 13.10/ GN122SP

Test pits as directed - backfill with unshrinkable fill

each$_________ $_________10.00

Total For Subsection 1 Investigations

Subsection 2 Removals

15 TS 2.00 Clearing and grubbing m2$_________ $_________80.00

Mar 22, 2018 17 Page 3 - 8 of 18




Specification





Total Per Item

16 TS 2.00 Small tree removal each$_________ $_________7.00

17 TS 2.00 Large tree removal each$_________ $_________1.00

18 TS 2.10/ RD408SP

Additional excavation of soft spots m3$_________ $_________50.00

19 TS 510 / GN106SS / RD407SS

Remove curb, curb and gutter - all types

m$_________ $_________4,200.00

20 TS 510 Remove pipe subdrains m$_________ $_________120.00

21 TS 3.80/TS 510 / RD411SS

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

m2$_________ $_________

T-561.030-2 110.00

22 TS 510 / GN106SS

Remove concrete or asphalt sidewalk, all thicknesses

m2$_________ $_________10,100.00

23 TS 510 / GN106SS

Remove asphalt boulevard - all thicknesses

m2$_________ $_________150.00

24 TS 510 / GN106SS

Remove concrete driveways - all thicknesses

m2$_________ $_________35.00

25 TS 510 / GN106SS

Remove asphalt driveways - all thicknesses

m2$_________ $_________2,250.00

26 TS 510 Remove multi-use path - full depth m2$_________ $_________170.00

27 TS 510 / GN106SS

Remove concrete crosswalks m2$_________ $_________375.00

28 TS 510/TS 2.10 / GN106SS

Remove concrete bus pad m2$_________ $_________1,400.00

29 TS 510 / GN106SS

Remove concrete median and traffic island full depth, all types

m2$_________ $_________200.00

30 TS 510 / GN106SS

Remove composite pavement - up to 350 mm depth

m2$_________ $_________200.00

31 TS 510 / GN106SS

Remove asphalt and unshrinkable fill in utility cut trench

m2$_________ $_________250.00

32 TS 13.10/TS 510

Remove single catch basins - full depth

each$_________ $_________1.00

33 TS 510/RD422SS

Remove and replace valve box frame and cover; all sizes

each$_________ $_________

T-1101.02-2 12.00

Mar 22, 2018 18 Page 3 - 9 of 18




Specification





Total Per Item

34 Relocate existing guy wire of hydro pole to accommodate sidewalk construction

each$_________ $_________TTD

805.0101.00

35 TS 3.15 Cold milling of asphalt pavement - up to 50 mm depth

m2$_________ $_________350.00

36 TS 3.15 Cold milling of asphalt pavement - up to 100 mm depth

m2$_________ $_________80,750.00

37 TS 3.15 Cold milling of asphalt pavement - blend at joints

m2$_________ $_________770.00

38 OPSS 710 / SP#15

Pavement marking obliterating m$_________ $_________2,000.00

Total For Subsection 2 Removals

Subsection 3 Construction

39 TS 13.10/TS 2.10

Unshrinkable fill m3$_________ $_________50.00

40 TS 1010/TS 2.10/TS 501

Granular A RAP t$_________ $_________1,000.00

41 TS 1010/TS 2.10/TS 501

Granular B Type II t$_________ $_________150.00

42 TS 1010/TS 2.10/TS 501

50 mm crushed aggregate t$_________ $_________150.00

43 TS 407/ SW301SP / SW305SP

Precast single catch basin each$_________ $_________

T-705.010 1.00

44 TS 13.10/TS 407/ SW301SP / SW305SP

250 mm catch basin lead m$_________ $_________T-708.01-3/

T-708.020/T-708.03

5.00

45 TS 2.10/TS 405/TS 407

150 mm pipe subdrain m$_________ $_________

T-216.02-8 140.00

46 TS 1350/TS 2.10/TS 3.17/TS 3.50 / GN106SS / RD407SS

Concrete curb and gutter m$_________ $_________

T-600.05-1 4,000.00

Mar 22, 2018 19 Page 3 - 10 of 18




Specification





Total Per Item

47 TS 1003/TS 1010/TS 1101/TS 1350/TS 2.10/TS 3.10/TS 3.20/TS 3.45/TS 3.55/TS 310/TS 501/TS 510 / GN106SS / RD407SS / RD423SS / RD426SS

Gutter Adjustment m$_________ $_________

T-508.010-1 4,000.00

48 TS 2.10/TS 3.50

Concrete driveway curb m$_________ $_________150.00

49 TS 1010/TS 1350/TS 2.10/TS 3.50 / GN106SS

Concrete curb m$_________ $_________

T-600.11-1 50.00

50 TS 1350/TS 3.70 / GN106SS/SP#8

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

6,600.00

51 TS 1350/TS 3.70 / GN106SS/SP#8


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

4,600.00

52 TS 1350/TS 3.70 / GN106SS/SP#8


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

400.00

53 TS 3.70/TS 1350/TS 2.10 / GN106SS/SP#8

Concrete sidewalk with retaining curb - 130 mm thick

m2$_________ $_________T-310.010-1

/T-310.010-2/T-310.010-3/T-310.010-6/T-310.010-7/T-310.010-9/T-310.010-5

100.00

Mar 22, 2018 20 Page 3 - 11 of 18




Specification





Total Per Item

54 TS 3.70/TS 1350/TS 2.10 / GN106SS/SP#8

Concrete sidewalk with retaining curb - 150 mm thick

m2$_________ $_________T-310.010-7

/T-310.010-9/T-310.010-1/T-310.010-2/T-310.010-3/T-310.010-5/T-310.010-6

50.00

55 TS 3.30 / SP#1/SP#13

Asphalt boulevard m2$_________ $_________150.00

56 TS 3.70 Tactile walking surface indicator m$_________ $_________T-310.030-1

0/T-310.030-11

320.00

57 TS 2.10/TS 3.80

Concrete unit pavers - with concrete base

m2$_________ $_________20.00

58 TS 1003/TS 1101/TS 1151/TS 2.10/TS 3.30 / RD426SS

Residential asphalt driveway - hot mix

m2$_________ $_________

T-310.050-8 1,500.00

59 TS 1003/TS 1101/TS 1151/TS 2.10/TS 3.30 / RD426SS

Commercial asphalt driveway - hot mix

m2$_________ $_________

T-310.050-8 750.00

60 SP#1 Multi-use path - hot mix m2$_________ $_________170.00

61 TS 1350 / GN106SS/SP#13

Concrete driveway or laneway - 200 mm thick

m2$_________ $_________

T-310.050-8 40.00

62 TS 2.10/TS 5.00

Nursery sod m2$_________ $_________8,000.00

63 TS 3.90 Repair of minor cracks in asphalt m$_________ $_________8,500.00

64 TS 3.90 Repair of major cracks in asphalt m$_________ $_________1,000.00

65 TS 3.20/TS 4.60 / GN106SS/RD423SS/SP#10

Flexible pavement repair - 250mm m2$_________ $_________T-509.010-1

(2 of 2)649.98

66 TS 3.90 / GN106SS

Minor crack repair in concrete road base

m$_________ $_________6,000.00

Mar 22, 2018 21 Page 3 - 12 of 18




Specification





Total Per Item

67 TS 1010/TS 1350/TS 3.45 / GN106SS/SP#9

Concrete road base repair - 200 mm thick

m2$_________ $_________1,500.00

68 TS 1010/TS 1350/TS 2.10/TS 3.41 / GN106SS

Concrete bus pad, 7-day strength - up to 340 mm depth

m2$_________ $_________

T-501.01 1,450.00

69 TS 3.40 / SP#11

Supplemental cost for 7 day high early strength concrete over regular concrete mix

m3$_________ $_________100.00

70 TS 3.40 / SP#11

Supplemental cost for 24 hour high early strength concrete over regular concrete mix

m3$_________ $_________350.00

71 TS 3.40 / SP#11

Supplemental cost for 24 hour high early strength concrete over 7 days concrete mix

m3$_________ $_________125.00

72 TS 1350/TS 2.10/TS 3.70 / GN106SS

Concrete raised median m2$_________ $_________180.00

73 TS 4.50 / SP#7

Utility adjustment each$_________ $_________

T-704.010-1 284.00

74 TS 4.50 Concrete extension m$_________ $_________2.00

75 TS 4.50/ SW301SP / SW305SP / SP#7

Catch basin frame and cover - circular

each$_________ $_________OPSD

400.07074.00

76 OPSS.MUNI 510/TS 4.50 / SP#7

Maintenance hole frame and cover - Type A/B

each$_________ $_________OPSD

401.010122.00

77 TS 4.50/ WM201SP / SP#7

Valve chamber frame and cover each$_________ $_________OPSD

402.01012.00

78 TS 4.50/ WM201SP / SP#7

Meter chamber frame and cover each$_________ $_________OPSD

402.03014.00

79 TS 3.10/TS 3.20/TS 310/TS 1003/TS 1101/TS 1151/TS 2.10 / RD423SS / RD426SS

Superpave 19.0, Traffic Category D, PG 64-28

t$_________

2$_________10,400.00

Mar 22, 2018 22 Page 3 - 13 of 18




Specification





Total Per Item

80 TS 1003/TS 1101/TS 1151/TS 2.10/TS 3.10/TS 3.20/TS 310 / RD423SS / RD426SS

Superpave 19.0, Traffic Category D, PG 58-28 - hand laid

t$_________ $_________125.00


Superpave 12.5 FC2, Traffic Category D, PG 64-28

t$_________ $_________3,000.00


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

t$_________ $_________5,500.00

83 TS 3.90 / GN106SS

Rout and seal joints and minor cracks in pavement

m$_________ $_________1,600.00

84 OPSS 710 / RD419SS/SP#15

Field reacted polymeric pavement markings

lump sum

$_________ $_________1.00

Total For Subsection 3 Construction

Subsection 4 Electrical

85 TTS 801 / SP#16/SP#17

Electrical work general for Traffic Signals

lump sum

$_________ $_________TTD 801.001 to TTD 802.320

1.00

86 TTS 802 / SP#16/SP#17

Supply and install concrete "TRAFFIC" electrical handwell, complete assembly, including frame and cover and grounding lug - 460 mm inside diameter

each$_________ $_________TTD

802.0054.00

87 TTS 803 / SP#16/SP#17

Supply and install 1 X 75 mm diameter PVC rigid electrical duct in boulevard (concrete/paving stone surface) including boulevard surface restoration matching existing

m$_________ $_________TTD

803.001/ TTD 803.010

34.00

88 TTS 803 / SP#16/SP#17

Supply and install 1 X 50 mm diameter PVC rigid electrical duct in boulevard (concrete/paving stone surface) including boulevard surface restoration matching existing

m$_________ $_________TTD

803.001/ TTD 803.010

5.00

Mar 22, 2018 23 Page 3 - 14 of 18




Specification





Total Per Item

89 TTS 803 / SP#16/SP#17

Supply and install 1 x 75 mm diameter PVC rigid electrical duct under pavement (all thicknesses) including surface restoration

m$_________ $_________39.00

90 TTS 807 / SP#16/SP#17

Supply and construct concrete footing for base mounted pole (600 mm x 2500 mm)

each$_________ $_________11.00

91 TTS 804 / SP#16/SP#17

Supply and install 12 conductor cable - Traffic Display

m$_________ $_________TTD

804.001 / TTD 804.015 / TTD804.002

180.00

92 TTS 804 / SP#16/SP#17

Supply and install 7 conductor cable - Pedestrian Display

m$_________ $_________TTD

804.001 / TTD 804.015 / TTD 804.002

318.00

93 TTS 813 / SP#16/SP#17

Supply and install #6 AWG insulated ground cable - In duct

m$_________ $_________TTD

813.001 / TTD 813.005

191.00

94 TTS 813 / SP#16/SP#17

Supply and install #6 AWG ground wire - bare

m$_________ $_________TTD

813.001 / TTD 813.005

286.00

95 TTS 805 / SP#16/SP#17

Supply and install Aluminum Signal Pole - 4.6 m (15 ft)

each$_________ $_________TTD

805.001 / TTD 805.050

6.00

96 TTS 805 / SP#16/SP#17

Supply and install Aluminum Signal Pole - 9.1 m (30 ft)

each$_________ $_________TTD

805.001/ TTD 805.050

1.00

97 TTS 805 / SP#16/SP#17

Supply and install Aluminum Signal Pole - 7.3m (24 ft)

each$_________ $_________TTD

805.001/ TTD 805.050

4.00

98 TTS 808 / SP#16/SP#17

Supply and install traffic signal mast arm - 1.8 m (15ft)

each$_________ $_________TTD

808.001 / TTD 808.020 / TTD 808.015 / TTD 808.100 / TTD 808.005

2.00

Mar 22, 2018 24 Page 3 - 15 of 18




Specification





Total Per Item

99 TTS 808 / SP#16/SP#17


each$_________ $_________TTD

808.001 / TTD 808.020 / TTD 808.015 / TTD 808.100 / TTD 808.005

2.00

100 TTS 808 / SP#16/SP#17


each$_________ $_________TTD

808.001 / TTD 808.020 / TTD 808.015 / TTD 808.100 / TTD 808.005

2.00

101 TTS 808 / SP#16/SP#17

Supply and install traffic signal Head Cusion Hanger

each$_________ $_________2.00

102 TTS808 / SP#16/SP#17

Supply and install traffic signal Head Plumbizer Hanger

each$_________ $_________5.00

103 TTS 808 / SP#16/SP#17

Supply and install 300mm Double Arm Bracket (set)

each$_________ $_________TTD

808.010 / TTD 808.025

4.00

104 TTS 808 / SP#16/SP#17

Supply and install 600mm Double Arm Bracket (set)

each$_________ $_________TTD

808.010 / TTD 808.025

8.00

105 SP#16/SP#17 Supply and install astro bracket each$_________ $_________TTD

808.010/TTD 808.025

4.00

106 TTS 808 / SP#16/SP#17

Supply and Install LED pedestrian signal head

each$_________ $_________TTD

808.001 / TTD 808.015 / TTD 808.025

8.00

107 TTS 808 / SP#16/SP#17

Install 3 x 300 mm LED Signal Head complete with backboard

each$_________ $_________TTD

808.001 / TTD 808.015 / TTD 808.005

5.00

Mar 22, 2018 25 Page 3 - 16 of 18




Specification





Total Per Item

108 TTS 808 / SP#16/SP#17

Install 4 x 300 mm LED Signal Head complete with backboard

each$_________ $_________TTD

808.001 / TTD 808.015 / TTD 808.005

3.00

109 TTS 808 / SP#16/SP#17

Supply and install LED bicycle highway traffic signal head (black) without backboard

each$_________ $_________TTD

808.001 / TTD 808.015 / TTD 808.005

4.00

110 TTS 810 / SP#16/SP#17

Supply and install 8 Audible Pedestrian APS Pushbuttons, Central Control Unit, Interface Card and Associated Wiring

lump sum

$_________ $_________TTD 810.011

1.00

111 TTS 815 / SP#16/SP#17

Removal and dispose/ salvage of existing traffic signals and hardware

lump sum

$_________ $_________1.00

112 OPSS 106 / SP#16/SP#18

Electrical work general for Roadway llumination

lump sum

$_________ $_________1.00

113 OPSS 604 / SP#16/SP#18

Supply and install 3-1/C #6 AWG Triplex cable - Aerial

m$_________ $_________22.00

114 OPSS 604 / SP#16/SP#18

Supply and install #6 low voltage cables - Aerial

m$_________ $_________22.00

115 OPSS 617 / SP#16/SP#18

Relocate Pedestrian Luminaire c/w eleptical bracket

each$_________ $_________OPSD

2250.011.00

116 SP#16/SP#17 Remove, salvage and reinstate signal pole and associated hardware, complete

lump sum

$_________ $_________1.00

117 TS 810 / RD421SP

2.0 m x 9.0 m set back loop each$_________ $_________4.00

118 TS 810 / RD421SP

2.0 m x 9.0 m dipole loop each$_________ $_________TTD

810.005/TTD 810.006/TTD 810.010/TTD 810.007

5.00

119 TS 810 / RD421SP

2.0 m x 9.0 m quadrapole loop each$_________ $_________6.00

120 TS 810/TS 809 / RD421SP

Single SCOOT loop each$_________ $_________5.00

Mar 22, 2018 26 Page 3 - 17 of 18




Specification





Total Per Item

121 TS 810/TS 809 / RD421SP

Double SCOOT loop each$_________ $_________3.00

122 TS 810 / RD421SP

Red light camera loop each$_________ $_________TTD

810.0136.00

123 TS 803/TS 810

PVC rigid loop lead electrical duct - 25 mm diameter

m$_________ $_________TTD

806.00650.00

124 TS 810 Loop feeder cable complete with messenger cable - aerial

m$_________ $_________450.00

125 TS 804 Loop feeder cable m$_________ $_________1,800.00

126 RD409SS / RD415SS

Ducting for astral media bus shelter pad

m$_________ $_________22.00

Total For Subsection 4 Electrical

Total For Section I Road

Total For Part B Major Roads

Part C Contingency

127 Contingency allowance PSN/A N/AN/A

Total For Part C Contingency

Summary of Tender Total

Part A General

Part B Major 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 (10.00%)

Mar 22, 2018 27 Page 3 - 18 of 18

Special Specifications (Page 4A-32to 4A-33): Clause 12. … · 2020-03-16 · iTORONTO Michael Pacholok Purchasing and Materials Management Joanne Kehoe Chief Purchasing DIIicer Division

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