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SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM

Contract No. 17ECS-TI-05LR

Item Standard/ Special

Specification

Description Estimated Quantity

Unit Unit PriceAdden-dum No.

Standard/ Special Drawing

Tender Call No.188-2017

Total Per Item

Part A General Items for All Sections

1 Mobilization and demobilization lump sum

$_________ 1.00

$___________

2 TS 1.10 Supply, install and maintain field office for the City staff

each$_________

1.00$___________

3 Payment for bonds lump sum

$_________ 1.00

$___________

4 Payment for all insurance lump sum

$_________ 1.00

$___________

5 TS 1.00 / GN105SS / RD420SS / GN102SP

Provide traffic control for maintenance of traffic as per Ontario Traffic Manual (OTM) Book 7 Temporary Conditions

lump sum

$_________ 1.00

$___________

6 TS 13.10 / GN122SP

Construct test pits to determine location and depth of utilities - backfill with unshrinkable fill as directed by the Contract Administrator

each$_________

10.00$___________

7 TS 1010/TS 501 / GN122SP

Construct test pits to determine location and depth of utilities - backfill with 50 mm crushed aggregate as directed by the Contract Administrator

each$_________

15.00$___________

Total For Part A General Items for All Sections

Part B Road Resurfcaing & rehabilitation

8 GN127SP Supply, place, relocate and maintain portable changeable message sign

each$_________

2.00$___________

9 GN101SP Supply, install and manage "Capital Improvement Project Construction Sign" as per contract documents

each$_________

4.00$___________

10 TS 1150 Prepare hot mix asphalt mix trial batches, all mix types - Marshall mix design method

each$_________

2.00$___________

11 OPSS 1860 Supply, install, maintain and remove temporary Class 1 non-woven geotextile fabric silt control for catchbasins

each$_________

55.00$___________

12 SW303SS Clean out existing catchbasins and sumps - all sizes

each$_________

51.00$___________

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

each$_________

22.00$___________

14 SP2 Clean out existing chambers and sumps as directed by the City - all sizes

each$_________

11.00$___________

15 TS 510 / GN106SS / RD407SS

Remove concrete/asphalt curb, curb and gutter, all types

m$_________

1,700.00$___________

Jun 13, 2017 17 Page 3 - Addendum No. 1, TCN 188-20172 of 9




Specification





Total Per Item

16 TS 510 / GN106SS

Remove concrete or asphalt sidewalk, all thicknesses

m2$_________

1,600.00$___________

17 TS 3.70/TS 1350 / GN106SS

Construct concrete sidewalk, including excavation and grading - 130 mm thick

m2$_________

1,600.00$___________T-310.010-1

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

18 TS 3.70/TS 1350 / GN106SS


m2$_________

420.00$___________T-310.010-1

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

19 TS 501/TS 1010

Supply and place Granular A RAP t$_________

670.00$___________

20 TS 510 / GN106SS

Remove concrete median and traffic island to road base full depth, all types

m2$_________

55.00$___________

21 RD412SS/TS510/ TS2.10

Remove interlocking stone m2$_________

2,100.00$___________

22 TS 4.50 / RD422SS

Utility adjustments, equal to or less than 300 mm

each$_________

80.00$___________

T-704.010-1

23 TS 4.50 / RD422SS

Utility adjustments, greater than 300 mm

each$_________

20.00$___________

T-704.010-1

24 TS 4.01/TS 4.50/TS 401/TS 408/TS 510 / RD422SS

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

each$_________

51.00$___________OPSD

400.070

25 TS 4.01/TS 4.50/TS 401/TS 408/TS 510 / RD422SS

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

each$_________

22.00$___________OPSD

401.010

26 TS401/TS441/TS518/TS7.22/TS7.30/TS7.40/WM209SS/WM211SS/WM201SP/TS4.50/TS510

Remove and replace water valve box and cover

each$_________

2.00$___________T-1101.02-2

/T-1106.04

Jun 13, 2017 18 - Addendum No. 1, TCN 188-20173 of 9




Specification





Total Per Item

27 TS4.50/TS401/TS408/TS510/RD422SS

Remove and replace water chamber cover

each$_________

9.00$___________OPSD401.

010/ T-1101.01-1/T-1101.010/T-1101.030-1/T-1101.030-2/T-1101.030-5/T-1102.01-1

28 OPSS 407/TS 4.50/TS 510 / RD422SS

Remove and replace existing large former Metro valve chamber frame & cover with new rectangular frame & cover - match existing

each$_________

2.00$___________

29 TS 510 / GN106SS

Remove asphalt driveways - all thicknesses

m2$_________

200.00$___________

30 TS 510 Remove asphalt/ unshrinkable fill in utility cut trench

m2$_________

300.00$___________

31 TS 3.20/TS 4.60

Construct utility cut pavement to match existing pavement structure including Granular A up to base asphalt - flexible pavement structure

m2$_________

300.00$___________T-509.010-1

(2 of 2)

32 TS 3.15 Cold milling asphalt pavement up to 100 mm depth

m2$_________

23,000.00$___________

33 TS 3.20 Supply and apply tack coat - SS1 asphalt emulsion, including cleaning and sweeping road surface prior to applying tack coat

m2$_________

46,000.00$___________

34 TS 310/TS 3.10/TS 1003/TS 1101 / RD416SS

Supply and place HL 8HS with PGAC 58-28

t$_________

3,100.00$___________

35 TS 3.15 Cold mill asphalt pavement to blend at joints, minimum 40 mm depth, 1250 mm width

m2$_________

100.00$___________

36 TS 1003/TS 1101/TS 3.10/TS 310 / RD416SS

Supply and place HL 1 with PGAC-E 64-28 - 40 mm depth

t$_________

2,450.00$___________

37 TS 310/TS 3.10/TS 1003/TS 1101 / RD416SS

Supply and place HL 8HS with PGAC 58-28 - hand laid (Provisional)

t$_________

80.00$___________

38 TS 3.90 / GN106SS

Rout and seal joints and minor cracks in pavement, including construction limits

m$_________

4,200.00$___________





Specification





Total Per Item

39 OPSS 710 / RD419SS

Supply and apply field reacted polymeric pavement markings (permanent) as per pavement marking drawings

lump sum

$_________ 1.00

$___________

40 TS 1350/TS 3.17/TS 3.50 / GN106SS / RD407SS

Construct concrete curb and gutter m$_________

1,700.00$___________

T-600.05-1

41 TS 405 Supply and install roadway subdrain including connection - 150 mm dia.

m$_________

2,500.00$___________

T-216.02-8

42 TS 3.70/TS 1350/ RD407SS / GN106SS

Construct raised concrete slab median / traffic island - 250 mm thick

m2$_________

55.00$___________

43 TS 1010/TS 3.30

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

m2$_________

200.00$___________

T-310.050-8

44 TS 2.10 / GN125SS / RD408SP

General excavation (Provisional) m3$_________

50.00$___________

T-216.02-9

45 TS 5.00/TS 5.10

Supply and place 100 mm topsoil and No. 1 nursery sod, unstaked including grading and excavation

m2$_________

5,000.00$___________

T-216.02-9

46 OPSS 1860 Supply and install woven geotextile filter fabric, Class II

m2$_________

250.00$___________

Total For Part B Road Resurfcaing & rehabilitation

Part C New Sidewalk- Birchmount Road

47 TS 2.10 / GN125SS / RD408SP

General excavation m3$_________

420.00$___________

T-216.02-9

48 TS 510 / GN106SS / RD407SS


m$_________

150.00$___________

49 TS 510 / GN106SS

Remove concrete median and traffic island to road base full depth, all types

m2$_________

25.00$___________

50 TS 310/TS 3.10/TS 1003/TS 1101 / RD416SS

Supply and place HL 3 with PGAC 58-28 - hand laid - 40 mm depth

t$_________

5.00$___________

51 TS 310/TS 3.10/TS 1003/TS 1101 / RD416SS

Supply and place HL 8 with PGAC 58-28 - hand laid

t$_________

10.00$___________

52 TS 3.17/TS 3.50/TS 1350 / GN106SS / RD407SS


150.00$___________

T-600.05-1





Specification





Total Per Item

53 SP1 Implement Tree Inventory and Preservation Plan

lump sum

$_________ 1.00

$___________Tree Inventory and Preservation Plan

54 Barrier for tree protection m$_________

550.00$___________

55 TS 501/TS 1010


710.00$___________

56 SP1 Supply and place High Performance Bedding

m3$_________

30.00$___________

57 TS 3.70/TS 1350 / GN106SS


m2$_________

1,800.00$___________T-310.010-1

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

58 TS 3.70/TS 1350 / GN106SS


m2$_________

50.00$___________T-310.010-1

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

59 TS 3.70/TS 1350 / GN106SS


m2$_________

100.00$___________T-310.010-1

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

60 TS 3.30/TS 1010

Construct commercial asphalt driveway with 80 mm HL8 and 50 mm HL 3F (FINE) PG 58-28 surface course

m2$_________

200.00$___________

T-310.050-8

61 TS 5.00/TS 5.10

Supply and place 100 mm topsoil and No. 1 nursery sod, unstaked

m2$_________

4,000.00$___________

62 TS 3.70 Supply and install tactile walking surface indicator - 610 mm width

m$_________

110.00$___________T-310.030-1

0/T-310.030-11

63 OPSS 710 / RD419SS

Obliterate any obsolete pavement markings within project limits

lump sum

$_________ 1.00

$___________

64 TS 3.50/TS 1350 / GN106SS

Construct concrete toe wall m$_________

30.00$___________

T-601.01-2

Total For Part C New Sidewalk- Birchmount Road

Part D New Sidewalk - Midland Ave





Specification





Total Per Item

65 GN101SP Supply, install and manage "Capital Improvement Project Construction Sign" as per contract documents

each$_________

2.00$___________

66 TS 2.10 / GN125SS / RD408SP

General excavation m3$_________

330.00$___________

T-216.02-9

67 Barrier for tree protection m$_________

100.00$___________

68 TS 510 / GN106SS

Remove asphalt driveways - all thicknesses

m2$_________

360.00$___________

69 TS 510 / GN106SS / RD407SS


m$_________

400.00$___________

70 TS 510 / GN106SS

Remove concrete driveways - all thicknesses

m2$_________

10.00$___________

71 TS 1010/TS 3.30

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

m2$_________

200.00$___________

T-310.050-8

72 TS 3.30/TS 1010

Construct commercial asphalt driveway with 80 mm HL8 and 50 mm HL 3F (FINE) PG 58-28 surface course

m2$_________

30.00$___________

T-310.050-8

73 TS 1350 / GN106SS

Construct concrete driveway - 150 mm thick

m2$_________

20.00$___________

T-310.050-8

74 TS 3.80/TS 510 / RD411SS / RD412SS

Remove, salvage and replace interlocking stones, unit pavers, precast slabs, granite sets, flagstones. including granular base

m2$_________

20.00$___________

T-561.030-2

75 TS 3.17/TS 3.50/TS 1350 / GN106SS / RD407SS


400.00$___________

T-600.05-1

76 TS 1350/TS 3.50 / GN106SS

Construct concrete toe wall m$_________

45.00$___________

T-601.01-2

77 TS 5.00/TS 5.10

Supply and place 100 mm topsoil and No. 1 nursery sod, unstaked

m2$_________

550.00$___________

78 TS 501/TS 1010


530.00$___________

79 TS 3.70/TS 1350 / GN106SS


m2$_________

1,150.00$___________T-310.010-1

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





Specification





Total Per Item

80 TS 3.70 Supply and install tactile walking surface indicator - 610 mm width

m$_________

35.00$___________T-310.030-1

0/T-310.030-11

81 OPSS 710 / RD419SS

Supply and apply field reacted polymeric pavement marking, solid white stop bar, 500 mm wide

m$_________

16.00$___________

82 OPSS 710 / RD419SS

Supply and apply field reacted polymeric pavement marking, white or yellow, solid or skip line, 100 mm wide

m$_________

150.00$___________

83 OPSS 710 / RD419SS

Obliterate obsolete existing pavement markings

lump sum

$_________ 1.00

$___________

Total For Part D New Sidewalk - Midland Ave

Part E Contingency

84 Contingency Allowance PS$220,000.00

1.00$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

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".


Section 3 – Tender Submission Package List of Subcontractors Form

Tender Call No. 188-2017 Contract No. 17ECS-TI-05LR

ECS Linear Rev. 5.15b Page 3-12

Upon request, the Bidder shall provide the subcontractor’s name for each work type indicated in the table below or indicate “OWN FORCES” in the “Subcontractor Name” column if a subcontractor will not be used for the work type indicated. The names of all subcontractors to be used for each work type indicated must be provided.

The Contractor will not be permitted to change any named Subcontractor without the written approval of the Contract Administrator. Any request for changing a named Subcontractor must be submitted in writing. The Contractor acknowledges that upon receipt of such a request by the City, the review and approval process could take a time to complete. Any delay in the commencement of the Work or in the performance of the Work or in the Contractor’s performance of its obligations under the Contract related to or arising from the City’s consideration of the Contractor’s request for a Subcontractor change shall be solely borne by the Contractor. Where union affiliation is required pursuant to the City’s “Labour Trades Contractual Obligations in the Construction Industry” (more particularly described in the document attached to the Applicable City Policies section) for the Work or any part thereof, the Contractor (and any Subcontractor performing any part of such Work) must be affiliated with the applicable collective bargaining agency and the Bidder shall submit proof of such affiliation of the Contractor prior to an award of contract.

List of Subcontractors

Name of Bidder: Date:

The Bidder may attach separate sheet(s) to this Form if additional space is needed. Indicate the number of sheets, if attached:

Work Types Subcontractor Name

Asphalt Grinding & Paving

Concrete work

Excavation, Grading and Removal

Tree Removal

Tree Protection and Preservation

Topsoil & Sodding

As-Built Drawings

Addendum No. 1, TCN 188-20179 of 9

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