i. supplementary information for bidders · ch2m hill with the following contractors in attendance:...

DJ11IIORONIOMichael Pacholok Purchasing and Materials Management Division Joanne KehoeDirector City Hall, 18th Floor, West Tower Manager

100 Queen Street West Professional ServicesToronto, Ontario M5H 2N2

January 20, 2017 VIA E-MAIL5 pages + 1 attachment of 22 pages

ADDENDUM NO. 1REQUEST FOR TENDER NO. 346-2016

CONTRACT NO. 16ECS-LU-O1FP

RE: BASEMENT FLOODING PROTECTION PROGRAM - Storm Sewer and SanitarySewer Improvements on Hulimar Drive, Wheelwright Crescent, Blacksmith Crescent,

Gosford Boulevard Easement, Hisey Crescent, Skye Court, and Bamford Crescent

REVISED CLOSING DATE: February 07, 2017, 12:00 NOON

Please refer to the above Request for Tender (RFT) No. 346-2016 document in your possessionand be advised of the following:

I. SUPPLEMENTARY INFORMATION FOR BIDDERS

1. Section 2 — Information for Bidders, Optional Site Meeting

a) On January 16, 2017 at 10:00 am, an Optional Site Meeting was held at the offices ofCH2M Hill with the following Contractors in attendance: Corner Group Ltd., LancorpConstruction Co. Ltd., Memme Excavating Company Ltd., Timbel Ltd., TrisanConstruction, United Rentals, Varcon Construction Corp. Several new aspects of thiscontract were brought to the attention of attendees. These aspects are included in thedetails and changes below.

II. REVISIONS TO CONTRACT DOCUMENTS

1. Section 3 — Pricing Form

a) Replace in its entirety the Pricing Form provided within the original tenderdocuments with the attached revised Pricing Form (Revision 1, Addendum 1).

Please note that significant changes have been made to the Contract Documentsincluding the Pricing Form which will have an impact on pricing. The followingchanges are examples of significant changes made. The Contractor shall beresponsible for reviewing all Contract Document materials in order to obtain anunderstanding of costing and pricing requirements.

ADDENDUM #1 -TENDER NO. 346-2016 CONTRACT NO. 16ECS-LU-O1FP of 5

- As indicated in Special Specification S.47 Inspection and Testing, the Contractorshall be responsible for all quality control sampling and testing of all sttppliedmaterial including in-situ tests after materials are placed and as appropriate.

- As indicated in Special Specification S. 68 Restoration, all costs for permanent fulldepth restoration of areas impacted by construction trench excavation shall beincluded in the affected construction price item in the Pricing Form. For all otherpermanent restoration, including mill and pave, the costs for the restoration shallbe included in the appropriate restoration unit price item in the Pricing Form.

- As indicated in Special Specification S.61 Water Service Connections, the City ofToronto Capital Water Service Replacement Program will be implemented as partof this Contract. As such, all water service connections of lead or galvanized steelpipe, and/or that are smaller than 19mm, residing within the Limits ofConstruction, shall be removed and replaced to street-line even if no watermainreplacement is to occur in the project area. Water services replaced shall be paidthrough the appropriate items on the Pricing Form.

- The Toronto Standard TS 1101 has recently been revised in November 2016,introducing new material specifications for Multiple Stress Creep Recover(MSCR) Graded Asphalt Cement. All asphalt paving will be held to the new TS1101 standard.

2. Section 4A — Special Specifications

b) Delete paragraph three of Special Specification S.12 Change in Work Within orOutside the Contract Limits and replace it with:

“Claims for compensation for lost time or delays of any kind, or for recurring extra workssuch as for significant obstacles in the trench or other similar items, if agreed as valid bythe Contract Administrator, shall be agglomerated on a monthly basis to coincide with thepayment certificate cut-off date. A single change order will be issued to cover a tally ofall manpower and equipment hours calculated as if the delays were one event in thatmonth.”

c) Delete all paragraphs under Special Specification S.24 Snow Removal and Disposaland replace with:

“Snow removal on roads and / or temporary paving

Snow removal on roads and I or temporary paving, if required — will be consideredincluded in the unit cost of all items requiring trenching. All locations not permanentlyrestored to top asphalt by the earlier of December 01 or first snowfall, shall betemporarily paved to provide a uniform, snow-plowable surface with no protrusions ofmanholes or catch basins or disturbed asphalt or concrete. All contiguous plowable roadsurfaces at least lOOm in length will be plowed by City forces.

ADDENDUM #1 - TENDER NO. 346-2016 CONTRACT NO. 1 6ECS-LU-O1 FP of 5

Road surfaces not plowable or with intermittent linear runs shorter than lOOm or within

the immediate vicinity of construction work shall be cleared of snow according to City

standards by contractor at no extra cost to City.

Snow removal from sidewalks, aprons, and driveways within the construction zone,

or which are not accessible to City forces.

The Contractor shall be responsible for providing snow removal and disposal services to

sidewalks, aprons, and driveways so affected to maintain them in a safe condition clear of

ice and snow, within the limits of the active construction zone(s). De-icing salts shall

be applied to sidewalks and roads accessible to the public immediately upon visible

accumulation. Sidewalks and roads shall be cleared of snow, to the satisfaction of the

Contract Administrator, but not later than 8 hours after the end of a snowfall which

results in a 50mm accumulation or greater. In cases of extended snowfall, the Contractor

shall provide snow removal, disposal, and salting as often as necessary to maintain safe

access for vehicles and pedestrians,

Failure to fulfil snow clearing obligations on roads or sidewalks as described above will

constitute an emergency safety violation and contract default, and may be remedied by

others at contractor’s cost plus City’s administrative fee.”

d) Delete paragraph three of Special Specification S.37 Test Pits and replace it with:

“Unless otherwise stated, all costs associated with use of test pits for exposingunderground utilities or obstructions shall be included in the appropriate unit price forinstallation of the scope item in the Pricing Form, where applicable. No separate payment

will be made.

Where, as determined by the Contract Administrator, existing water services are to be test

pitted in order to verify whether or not they are substandard and if the water service isNOT substandard (i.e, not to be replaced), payment shall be made through the appropriate

test pit unit price item. All costs for test pits performed on SUBSTANDARD water

services shall be included in the unit price for water service replacement. No separate

payment will be made.”

e) Delete paragraph one of Special SpecifIcation S.40 Excavation, Soil Types, andSupport Systems and replace it with:

“Appropriate support systems shall be provided for all excavations and shall protect and

support the sides of the excavation to prevent undue disturbance or weakening of the

supporting material adjacent to the works in accordance with the Occupational Healthand Safety Act. The Contractor shall submit details for shoring, bracing, sloping or other

provisions for worker protection from hazards. The submittal shall show designassumptions and calculations, methods and sequencing of installing excavation support,

minimum lateral distance from the crest of slopes for vehicles, and anticipated difficulties

and proposed solutions. Contractor shall include costs of all shoring to the full depth of

the trench in the unit price for the pipe. Benched trenches are not allowed.”

ADDENDUM #1 - TENDER NO. 346-2016 CONTRACT NO. 16ECS-LU-O1FP of 5

f) Delete paragraph 6 of Special Specification 5.56 Acceptance of Sewer Work andreplace it with:

“The sewer works shall not be accepted by the City of Toronto until a post-constntctionCCIV inspection for all new and existing sewers within the project area and all installedlaterals has been performed and submitted by the Contractor and reviewed by theContract Administrator. All new and reconnected lateral lines shall be inspected up to theproperty line. The CCTV inspection is to be performed and submitted in accordance withthe City of Toronto Standards and Specifications.”

g) Add the following paragraph to Special Spectfication 5.60 Sewer Service Connection:

“Where it is unclear whether or not a property contains sanitary and storm lateralconnections, the Contractor shall assume that each property contains both sanitary andstorm laterals.”

h) Delete the last paragraph of Special Spectfication S.66 Easement Lighting and replaceit with:

“Payment for all work associated with removing, protecting, storing, and reinstalling thelight poles and fixtures shall be included in the unit price bid item in the Pricing Form.”

i) Revise Special Specfication £68 Restoration as follows:

Add the following paragraphs,

“Whenever a cut of any size is made in the driveway apron—the area between the edgeof sidewalk and the back of curb—the entire apron shall be restored.”

Delete paragraphs four and six and replace them with,

“Payment for permanent restoration of all items not designated as included in the payitem for pipe installation, shall include all costs associated with removal and disposal ofthe existing, as well as removal and disposal of all temporary restoration.”

“For all works in this assignment area, the costs for temporary roadway, driveway,sidewalk, and curb restoration wherever used, shall be included in the appropriate unitprices for sewer and watermain works in the pricing form; no separate payment will bemade.”

Add the following section,

“PERMANENT CROSSWALK RESTORATION

Crosswalk restoration shall be done in accordance with City standards TS 3.65 and T310.030-8 and shall include the full width, length and depth of any affected crosswalkfrom curb to curb.

ADDENDUM #1 - TENDER NO. 346-2016 CONTRACT NO. 16ECS-LU-O1FP of 5

The Contractor shall supply and place Granular A (free of reclaimed asphalt pavement),as required, to supplement the existing material in order to provide a compacted 150 mmthick foundation at the lines and grades provided in the Contract or as directed by theContract Administrator.

Concrete shall be glass fiber mixed 32MPa strength with high early strength 24MPa @24hr. Minimum thickness shall be 200mm.

Where existing road pavement is comprised of concrete pavement or base, the Contractorshall supply and install 12M anchored hook dowels at 300 mm spacing to stabilize thegutter adjustment and at no extra cost.”

3. Section 5A — 45. Bidders to Investigate

j) Add the following to the first paragraph:

“By submission of a bid, bidder attests to his extensive experience and knowledge ofall of the variables and best practices in the work described in this document.Conditions normally encountered and all costs of doing any associated work shall beconsidered included in the tendering price if no pricing form item is specificallyprovided for separate payment of any such associated work item.”

4. Mobilization and Demobilization item is deleted from the Pricing Form. The cost ofmobilization and demobilization for the contract is to be included in the tendered price ofsewer items. No separate payment will be made for mobilization or demobilization costs.

5. Extension to Closing Date. The closing date is extended to February 07, 2017, 12:00Noon

Should you have any questions regarding this addendum, please contact Aimee Yang at (416)397-4803 or by email at [email protected].

Please attach this addendum to your Tender document and be governed accordingly. Tenderersare to acknowledge receipt of all addenda in their Tender in the space provided on the TenderCover Page as per Section 1 — Tender Process Terms and Conditions, item 8 of the Tenderdocument. All other aspects of the Tender remain the same.

/1 /7Yourytrnly, / /

/7Joanne KehoeManagerProfessional Services

ADDENDUM #1 - TENDER NO. 346-2016 CONTRACT NO. 16ECS-LU-01 FP of 5

Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)

Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP

Standard• . Standard

Specification I Est. Unit Rate Total AmountItem

SpecialDrawing I Description Unit

Qty. ($/Unit) (UneRarEtQty.l• • Special Details

Specification

HULLMAR DRIVE

Partl:SEWERS HULLMARDRIVE

SEWERS: Construction

Supply labour, equipment and materials to include all fittings, bedding, backfill with compaction in accordance to contract specifications and drawings for thefollowing items:

Installation of 1500mm DIA concrete storm sewerbetween HDI and HD2 including removal existing1200 mm dia storm sewer pipe

m 59 $ $

2

3

4

5

6

7

8

9

TS 4.01TS 410TS 501TS 510TS 401TS 518

OPSS 404OPSS 490OPSS 491OPSS 492OPSS 517OPSS 805

S.31S.555.56

T-1007.01T-1 007.01-4

OPSD 802.010OPSD 802.030OPSD 802.031

Installation of 1500 mm DIA concrete storm sewerbetween HD2 and HD3 including removal existing m 44 $ $1200 mm dia storm sewer pipe

Installation of 1500 mm DIA concrete storm sewerbetween HD3 and HD4 including removal of m 44 $ $existing 1200 mm DIA storm sewer pipe

Installation of 1650 mm DIA concrete storm sewerbetween HD4 and HD5 including removal existing m 79 $ $manhole, existing 1350 mm DIA storm pipe andpartial removal of 675 mm DIA storm sewer pipe

Installation of 675 mm DIA concrete storm sewerbetween HD4 and existing MH including partial m 10 $ $removal of existIng 675mm DtA storm sewer pipe

Installation of 1650 mm DIA concrete storm sewerbetween HD5 and HD6 including removal existing m 14 $ $1 350 mm dia storm sewer pipe

Installation of 825 mm DIA concrete storm sewerbetween H06 and existing MH including partial m 8 $ $removal of existing 825mm DIA storm sewer pipe

Abandon, cap/plug ends and fill with grout existing m 8 $ $675 mm DIA storm sewer pipe

Abandon, cap/ plug ends and fill with groutexisting 825 mm DIA storm sewer pipe

m 5

Sub-Total Part I $

$ $

Assignnent 14.09 Page 11



Standard

ItemSpecification I

Description Unit TotaI Amount

. Special DetailsSpecification

Part 2: MAINTENANCE HOLES AND SPECIAL STRUCTURES HULLMAR DRIVE

Maintenance Holes: Construction

Supply all labour, equipment and materials to complete the installation work of Maintenance Holes (MH), the installation work to include bedding, backfill withcompaction, connect to existing and proposed pipes, drop structures, new steps and benching, new frames with watertight covers, in accordance to the contractspecifications and drawings:

Installation of 3000 mm DIA MH at HD1 includingremoval of existing MH and reconnect existing 1 $ $sewer pipes

10

11

12

13

14

15

16

17

TS 401TS 408TS 501TS 510TS 518

OPSS 402OPSS 404OPSS 407OPSS 490OPSS 491OPSS 492OPSS 517OPSS 805

S.31S.56S.57S.59

T-701 .010T-701 .011

T-701 .012-1T-701 .013

T-701 .015-1T-701 .015-2T-701.021T-704.1 0-1T-708.020T-1 003.01

OPSD 401.010OPSD 404.020OPSD 405.020

Installation of 2400 mm DIA MH at H02 including Lump1 $ $removal of existing MH Sum

Installation of 2400 mm DIA MH at HD3 including Lump1 $ $removal of existing MH Sum

Installation of 3000 mm DIA MH at HD4 including Lump1 $ $removal of existing 1200 mm DIA storm sewer Sum

Installation of 3000 mm DIA MH at HD5 includingremoval of existing 1350 mm DIA storm sewer, Lump

1 $ $CB, and CB Lead Sum

Installation of 3000 mm DIA MH at HD6 including. . Lump

removal of existing 1350 DIA storm sewer andSum

1 $ $reconnection of existing CO Lead

Rebench existing MH near HD4 including connect Lump$to new 675mm DIA sewer pipe Sum

Rebench existing MH near HD6 MH includingconnect to new 825 mm DIA sewer pipe

LumpSum $ $

Sub-Total Part 2 $

PART 3: Restoration HULLMAR DRIVE

Restoration ITEMS: Construction and! or installation

Supply labour, equipment and materials to include bedding, backfill with compaction and complete restoration to match existing in accordance to contractspecifications and drawings for the following items:

15 3.15 Full Depth Asphalt Roadway Restoration Outside 218 15 3.20 of Trench (Provisional) m 140 $ $TS 4.60 T-216.02-06TS 310 T-509.010-1 Cold milling and re-paving 40mm of HL3 asphalt

19 TS 1150 for areas where full depth restoration is not m2 1100 $ $S.68 required

Sub-Total Part 3 $

Aignment 14-09 Page 12

Section 3 -Tender Submission FormPRICING FORM (Revision 1, Addendum 1)


Standard

ItemSpecification! Drawing! Description Unit

Est. UiitRate Total Amount

. . Special DetailsSpecification

PART 5: MISCELLANEOUS ITEMS HULLMAR DRIVE

MISCELLANEOUS ITEMS: Construction and! or installation

Supply labour, equipment and materials to include all fittings, bedding, backfill with compaction, in accordance to contract specifications and drawings for thefollowing items:

Installation of Single Top catch basin, includingremoval of existing

each 3 $ $20

21

22

23

24

25

26

27

TS 401TS 408TS 410TS 501TS 510


S.55S.58

T-705.010T-705.01 0-1T-705.020

T-705.020-1T-708.01 -3T-708.03

T-708.020OPSD 400.020

Installation of Single Top catch basin each 1 $ $

Installation of Double Top catch basin, including each 2 $ $removal of existing

Installation of Double Top catch basin, including each 2 $ $removal of existing single catch basin

Installation of 250 mm DIA PVC Catch Basin Lead m 10 $ $including connections and removal of existing

Installation of 250 mm DIA PVC catch basin lead m 8 $ $including connections

Installation of 300mm DIA PVC catch basin leadm 16 $ $

including connections and removal of existing

Abandon, seal/plug/cap ends of existing single CBLead

m $ $

28 S.34Clean Existing Maintenance Holes and Catch

each 24 $ $Basins

TS 7.22TS 7.30TS 7.40 T-1 104.01 Removal of substandard water service and

29 TS 7.70 T-1105.02-1 replacement with new 19mm OIA Water Service each 39 $ $TS 441 T-1105.02-2 (Provisional)

S.61S.62

30 S.26 Project Signs each 1 $ $

31TS 409 Pre Construction and Post Construction CCTV Lump 1 $ $

S.33 Sewer Inspection Survey Sum

Sub-Total Part 5 $

Assignment 14-09 Psge 13



Standard

ItemSpecification I Standard I

SpecialDrawing I Description Unit I

Est. Unit Rate Total Amount

Specification Special Details IQt. ($lUnit) (U,tRr.,E,LQty.)

HULLMAR DRIVE SUBTOTAL

Sub-Total Part I $

Sub-Total Part 2 $

Sub-Total Part 3 $

Sub-Total Part 5 $

TOTAL HULLMAR DRIVE $

Assignment 14-09 Page 14



Standard

ItemSpecmcation I

Drawing I Description UnitEst. Unit Rate Total Amount

Special DetailsSpecification

WHEELWRIGHT CRESCENT

Part 1: SEWERS WHEELWRIGHT CRESCENT



Installation of 1800 mm DIA concrete storm sewerbetween HD6 and WC1 including removal ofexisting 1350 mm DIA storm sewer pipe andexisting manhole

32

33

34

35

TS 4.01TS 410TS 501TS 510TS 401TS 518


5.31S.55S.56

m 88 $

T-1007.01T-1 007.01-4

OPSD 802.010OPSD 802.030OPSD 802.031

$

Installation of 1800 mm DIA concrete storm sewerbetween WC1 and WC2 including reconnectionof existing storm sewer pipe, removal of existing m 24 $ $manhole and existing 1350mm DIA storm sewerpipe

Installation of 525 mm DIA concrete storm sewerbetween WC2 and existing manhole including

m 6 $ $partial removal of existing 525mm DIA stormsewer pipe

Abandon, plug ends and fill with grout existing 525mm DIA storm sewer pipe

m $ $

Sub-Total Part I $

Part 2: MAINTENANCE HOLES AND SPECIAL STRUCTURES WHEELWRIGHT CRESCENT



Installation 013600 mm DIA MH at WC1 includingremoval of existing 1350mm DIA storm sewer36

37

38

LumpSumTS 401

TS 408TS 501TS 510TS 518


S.31S.56S.57S.59

$

T-701 .010T-701 .011

T-701 .012-1T-701.013

T-701 .01 5-1T-701 .01 5-2T-701 .021T-704.1 0-1T-708.020T-1 003.01

OPSD 401 .010OPSD 404.020OPSD 405.020

$

Installation of 3000 mm DIA MH at WC2 including. . Lump

removal of existing MH and partial removal of Sum $ $exisitng sewer pipes and reconnection

Rebench existing MH including connect to newsewer pipe

LumpSum $ $

Sub-Total Part 2 $

Assignment 14.09 Page 15



Standard. . Standard

Specification! . . Est. Unit Rate Total AmountItemSpecial

Drawing! Description Unit($IUnit) lUntR,.EsLQiy)


PART 3: Restoration WHEELWRIGHT CRESCENT


Supply labour, equipment and materials to include bedding, backfill with compaction and complete restoration to match existing in accordance to contractspecifications and drawings tot the following items:

TS Full Depth Asphalt Roadway Restoration Outside 239 TS 3.20 of Trench (Provisional) m 100 $TS 4.60 T-216.02-06TS 310 T509.0101 100mm Cold Milling and re-paving 60mm of HL8

40 TS 1150 & 40mm of HL3 asphalt for areas where full depth m2 700 $ $S.68 restoration is not required

Sub-Total Part 3 $

PART 5: MISCELLANEOUS ITEMS WHEELWRIGHT CRESCENT



TS 401 Installation of Single Top catch basin, including41 TS408 each 3 $ $

removal of existingTS 410 T-705.Of 0TS5OI T-705.01 0-1TS 510 Installation of Double Top catch basin, including each 1 $ $42 OPSS 402

T-705.020removal of existingT-705.020-1

OPSS 404T-708.01-3

OPSS 407 Installation of 300 mm DIA PVC catch basin leadT-708.0343 OPSS 490

T-708.020 including connections to DCB and removal of m 3 $ $OPSS 491

OPSD 400.020 existingOPSS 492 Installation of 250 mm DIA PVC catch basin lead

S.55£

S.58including connections to DCB and removal of m 14 $ $existing

45 5.78 Seal sanitary maintenance hole cover each 2 $ $

Clean Existing Maintenance Holes and Catcheach 13 $ $46 S.34 Basins


47 TS 7.70 T-1 105.02-1 replacement with new 19 mm DIA Water Service each 14 $ $TS 441 T-1105.02-2 (Provisional)

S.61S.62


TS 409 Pre Construction and Post Construction CCTV Lump 1 $ $‘ S.33 Sewer Inspection Survey Sum

50 S.31 Temporary Hydro Pole Support each 1 $ $

Sub-Total Part 5 $

Ainment 14.09 Page 16



Standard

ItemSpecification I

Drawing! Description Unit Est. Unit Rate Total AmountSpecial

Special Details Qty. ($IUnit) (Unit RaroaEt. Qiy.)

Specification

WHEELWRIGHT CRESCENT SUBTOTAL

Sub-Total Part I $

Sub-Total Part2 $

Sub-Total Part 3 $

Sub-Total Part 5 $

TOTAL WHEELWRIGHT CRESCENT $

Asignreent 14-09 Page 17



StandardStandard

Specification I . . . . Est. Unit Rate Total AmountItemSpecial

Drawing I Description Unit($lunit) lunitRnr.Et.QtY.)


BLACKSMITH CRESCENT

Part 1: SEWERS BLACKSMITH CRESCENT



Installation of 525 mm DIA concrete storm sewerbetween BS1 and 8S2 including removal ofexisting 450 mm DIA storm sewer pipe

51

52

53

54

TS 4.01TS 410TS 501TS 510TS 401TS 518


S.31S.55S.56

m 38

T-1 007.01T-1 007 .01-4

OPSD 802.010OPSD 802.030OPSD 802.031

$ $

Installation of 1800 mm DIA concrete storm sewerbetween 6S3 and BS4 including removal of m 60 $ $existing 1 500 mm DIA storm sewer pipe

Installation of 1950 mm DIA concrete storm sewerbetween BS4 & 655, between 655 & 6S6, andbetween BS6 & BS7, including removal of existing m 261 $ $1650 mm DIA storm sewer pipe and reconnectexisting sewer pipe

Installation of 1585 mm (H) x 2495 mm (W)elliptical concrete storm sewer between BS7 and658 including removal of existing 1650mm DIAstorm sewer pipe and reconnect existing sewerpipe

m 35 $ $

Sub-Total Part I $

Part 2: MAINTENANCE HOLES AND SPECIAL STRUCTURES BLACKSMITH CRESCENT



Installation of 1200mm DIA MH at BSI includingremoval of existing MH and reconnect existingsewer pipe

LumpSum $ $55

56

57

58

59

60

61

62

TS 401TS 408TS 501TS 510TS 518


5.31S.565.57S.59

T-701 .010T-701.011

T-701 .012-1T-701 .013T-701 .015T-701 .021T-704.1 0-1T-708.020T-1 003.01

OPSD 401 .010OPSD 404.020OPSD 405.020

Installation of 1200 mm DIA MH at BS2 including Lump$ $reconnection of existing sewer pipe Sum

Installation of 3000 mm DIA MH at BS3 including Lumremoval of existing MH and reconnect existing Sum 1 $ $sewer pipes

Installation of 3600 mm DIA MH at B54 including Lumremoval of existing MH and reconnection of Sum 1 $ $existing sewer pipe

Installation of 3000 mm DIA MH at BS5 including Lump 1 $ $removal of existing MH Sum

Installation of MH Tee with 1200mm DIA Riser at Lump 1 $ $6S6 including removal of existing MH Sum

Installation of 3600 mm DIA MH at 6S7 including Lumremoval of existing 1650 mm DIA storm sewer 5u $ $beneath new MH

Installation of 3600 mm DIA MH at BS8 includingremoval of existing MH and reconnect existingsewer pipe

LumpSum $

Sub-Total Part 2 $

$

Assignment 14.09 Page 18



Standard. Standard

Specification I Est. Unit Rate Total AmountItemSpecial

Drawing I Description UnitQty. ($IUnit) (Unit RrenEC Qty.i


PART 3: Restoration BLACKSMITH CRESCENT



63TS 3.15 Full Depth Asphalt Roadway Restoration Outside 2 230 $ $TS 3.20 of Trench (Provisional) m

TS 4.60 T-216.02-06TS 310 T-509.010-1 Cold milling and re-paving 40mm of HL3 asphalt


Sub-Total Part 3 $

PART 5: MISCELLANEOUS ITEMS BLACKSMITH CRESCENT



Installation of Single Top catch basin, includinginsulation each65

66

67

68

69

70

71

$

TS 401TS 408TS 410TS 501TS 510


S.55S.58

T-705.01 0T-705.01 0-1T-705.020

T-705.020-1T-708.01 -3T-708.01 -4T-708.03

T-708.020OPSD 400.020

$

Installation of Single Top catch basin, includingh 3 $ $removal of existing

Installation of Double Top catch basin, includingeach 4 $ $removal of existing

Abandon in-place and fill with granular existingeach 1 $ $catch basin, single

Installation of 250 mm DIA PVC Catch Basin Leadm 25 $ $including connections and removal of existing

Installation of 300 mm DIA PVC catch basin lead16 $ $including connections and removal of existing m

Abandon, seal/plugfcap ends and fill with groutexisting single CB Lead m 9 $ $

72 S.34 Clean Existing Maintenance Holes and Catcheach 32 $ $Basins



S.61S.62


TS 409 Pre Construction and Post Construction CCTV Lump1 $ $S.33 Sewer Inspection Survey Sum

Sub-Total Part 5 $

Attignrnent 14-09 Page 19

SectIon 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)


Standard

ItemSpecification I Descñption Unit

Est. Unit Rate Total Amount


BLACKSMITH CRESCENT SUBTOTAL

Sub-Total Part I $

Sub-Total Part 2 $

Sub-Total Part 3 $

Sub-Total Part 5 $

TOTAL BLACKSMITH CRESCENT $

Assign,ent 14-09 Page 20


Tender Call No. 346-2074 Contract No. I6ECS-LU-O1FP

Installation of 2100mm DIA concrete storm sewer m 21 $ $between G61 and GB2

Trenchiess installation of 2100 mm DIA concretestorm sewer between GB2 and trenchless pitincluding required Shaft(s), Dewatering, and all m 48 $ $other activities/structures required for completionof this work

Installation of 2100mm DIA concrete storm sewer. m 26$ $between trenchless pit and G63

Installation of 2100mm DIA concrete storm sewerbetween GB3 and GB4 including removal of m 114 $ $existing 1650 mm DIA storm sewer pipe

Installation of 300mm DIA PVC sanitary sewerm 16 $ $between GBIA and GB2A (Provisional)

Abandon, cap/ plug ends and filled with groutexisting 300mm DIA sanitary sewer pipe m 22 $ $(Provisional)

Specification I I Est. Unit Rate I Total AmountStandard I I IDrawing I I Description Unit I

Standard I I I IItem

Special I Qty. ($/Unit) I iunRar.EcQty.)

Specification I I ISpecial Details I I

GOSFORD BOULEVARD EASEMENT

Part 1: SEWERS GOSFORD BOULEVARD EASEMENT



Installation of 2100 mm DIA concrete storm sewer

76between B58 and GB1 including removal of m 71 $ $existing 1650 mm DIA storm sewer and reconnectexisting sewer pipe

77TS4.0l

_______________________________ _____ ____________ ________________

TS 410TS 501

78 7551075401TS 518

_________________________________ _____ _____________ _________________

T-1007.01OPSS 404

79 OPSS 490T-1007.01-4

OPSD 802.010OPSS 491

OPSD 802.030OPSS 492

OPSD 802.03180 OPSS 517

OPSS 805S.31S.55

81 S.56— S.63

82

83Abandon, cap/ plug ends and fill with grout

m 87$ $existing 1650mm DIA concrete storm sewer pipe

Sub-Total Part 1 $

Asignrent 14-09 Page 21



Standard

Item Specification IDrawing! Description Unit Total Amount


Part 2: MAINTENANCE HOLES AND SPECIAL STRUCTURES ] GOSFORD BOULEVARD EASEMENT


specifications and drawinos:

Suppi aH labour, equipment and materials to complete the installation work of Maintenance Holes (MH), the insta ation work to include bedding, backfill withcompaction, connect to existing and proposed pipes, drop structures, new steps and benching, new frames with watertight covers, in accordance to the contract

Installation of 3600 mm DIA MH at GBI includingremoval of existing 1650 mm DIA storm sewer

LumpSum $84

85

86

87

88

89

90

91

TS 401TS 408TS 501TS 510TS 518


S.31S.56S.57S.59

$

T-701 .010T-701 .011

T-701 .012-1T-701.013

T-701 .015-1T-701 .015-2T-701 .021T-704.1 0-1T-708.020T-1 003.01

OPSD 401.010OPSD 404.020OPSD 405.020

Installation of 3600mm DIA MH at G62 Lump 1 $ $Sum

Installation of 3600 mm DIA MH at GB3 including Lump$ $removal of existing 1650 mm DIA storm sewer Sum

Installation of 3600 mm DIA MH at GB4 including. . . Lumpremoval of existing MH and reconnection of

Sum1 $ $

existing sewer pipe

Installation of 1200mm DIA MH at GBIA including Lpartial removal and reconnection of existing sewer 1 $ $(Provisional)

Installation of 1200mm DIA MH at GB2A includingLpartial removal and reconnection of existing sewer 1 $ $

pipe (Provisional)

Abandon in-place and fIll with granular existing h 1 $ $sanitary maintenance hole (Provisional)eac

Abandon in-place and fillI with granular existingmaintenance hole (Sftn 1+140.00)

Sub-Total Part 2 $

each 1 $ $

Assignnent 14-09 Page 22




Specification I . . Est. Unit Rate Total AmountItemSpecial

Drawing I Description UnitQty. ($IUnit) (UnitRxELQty.)


PART 3: RestoratIon GOSFORD BOULEVARD EASEMENT

Restoration ITEMS: Construction andl or installation


Sod, including soil preparation m2 590 $ $

Seeding (native grass seed mix and nurse crop)m2 1130 $ $including soil preparation

Soil and Bedding Preparation for plantingsm2 1900 $ $(300mm minimum depth)

Plant Mulch (100mm depth) m3 190 $ $

Caliper Trees, minimum 60mm caliper each 11 $ $

Tree Whips, bare root each 172 $ $

3 gal. pot each 1548 $ $

Tree Removal (including stump removal) each 47 $ $

Asphalt Driveway, Residential - 80mm HL3 F m2 240 $ $

Asphalt Pathway - 60mm HL8, 40mm HL3 m2 40 $ $

Sub-Total Part 3 $

PART 5: MISCELLANEOUS ITEMS GOSFORD BOULEVARD EASEMENT



Clean Existing Maintenance Holes and Catch102 S.34 Basins each 9 $ $


TS 409 Pre Construction and Post Construction CCTV104 V m I $ $S.33 Sewer Inspection Survey

105 3.66 Remove and Reinstate Street Post and Light each 2 $ $OPSS 421 Reinstate Existing Pathway Corrugated Steel

106 OPSS 1801 Pipe, 300mm DIA. Galvanized, 2.8mm thickness m 10 $ $S.68 (Provisional)

Remove and Reinstate existing Chainlink Fence107 V m 300$ $TS 722 along Easement, 1800mm height

S.68OPSD 972.130

108 Remove and Reinstate existing private Iron Fence m 40 $ $

Construction Gate, Double, with chain latch and109 V each 2 $ $

S.49 padlock for Contractor Site Access

110 Construction fence m 325 $ $

111 S.65Heavy Duty Silt Fence with stakes and non-woven m 325 $ $geotextile

Sub-Total PartS $

Assignrert 1409 Page 23


Tender Call No. 346-2014 Contract No. I6ECS-LU-D1FP

Standard. Standard

ItemSpecification ‘ Drawing I Description Unit Eat. Unit Rate


GOSFORD BOULEVARD EASEMENT SUB-TOTAL

Sub-Total Part I $

Sub-Total Part 2 $

Sub-Total Part 3 $

Sub-Total Part 5 $

TOTAL GOSFORD BOULEVARD EASEMENT $

Asslgn,nent 14-09 Page 24



StandardSpecification i Standard .

. Eat. Unit Rate Total AmountItemSpecial

Drawing I Description UnitQty. ($IUnit) (Unit Rr.Ent. Qty.)


HISEY CRESCENT

Part 1: SEWERS HISEY CRESCENT



Installation of 525 mm DIA concrete storm sewerbetween HC1 and HC2 including removal ofexisting 450 mm DIA storm sewer pipe andreconnect existing sewer pipe

m 22 $ $112

113

114

115

116

117

118

119

TS 4.01TS 410TS 501TS 510TS 401TS 518


S.31S.55S.56

T-1 007.01T-1007.01-4

OPSD 802.010OPSD 802.030OPSD 802.031

Installation of 525 mm DIA concrete storm sewerbetween HC2 and HC3 including removal of

m 43 $ $existing 450 mm DIA storm sewer pipe andreconnect existing sewer pipe

Installation of 975mm (H)x 1535mm (W)ellipticalconcrete storm sewer between HC3 and HC4

m 20 $ $including removal of existing 450 mm DIA stormsewer pipe

Installation of 675 mm DIA concrete storm sewerbetween HC5 and HC6 including removal of m 49 $ $existing 600 mm DIA storm sewer pipe

Installation of 675 mm DIA concrete storm sewerbetween HC6 and HC7 including removal of m 10 $ $existing 600 mm DIA storm sewer pipe

Installation of 250 mm DIA PVC sanitary sewerbetween HC1A and existing MH including partial m 14 $ $removal of existing sewer pipe

Installation of 250 mm DIA PVC sanitary sewerbetween HC2A and existing sewer pipe including

m 4 $ $partial removal of existing sewer pipe and removalof existing MH and reconnection

Abandon, cap/ plug ends, and fill with groutexisting 250mm DIA sanitary sewer m 12 $ $

Sub-Total Part 1 $

Annignment 1409 Page 25

Section 3 -Tender Submission FormPRICING FORM (Revision 1, Addendum 1)


Standard

ItemSpecification I

Drawing! Description Unit Est. Unit Rate


Part 2: MAINTENANCE HOLES AND SPECIAL STRUCTURES HISEY CRESCENT



Installation of 1200mm DIA MH at HC1 includingreconnection of existing storm sewer pipes

LumpSum $ $120

121

122

123

124

125

126

127

128

TS 401IS 408TS 501TS 510TS 518


S.31S.56S.57S.59

T-701.0101-701.011

1-701.012-1T-701 .013

T-701 .015-1T-701 .015-2T-701 .0211-704.10-11-708.0201-1003.01

OPSD 401 .010OPSD 404.020OPSD 405.020

Installation of 1200mm DIA MH at HC2 including Lump1 $ $removal of existing MH Sum

Installation of 2400mm DIA MH at HC3 includingLum

removal of existing MH and reconnect existingSum 1 $ $

sewer pipe

Installation of 2400mm DIA MH with 1200mm DIARiser at HC4 including removal of existing MH and 1 $ $reconnect existing sewer pipe

Installation of 1500mm DIA MH at HC5 including. . . Lump

removal of existing MH and reconnect existing Sum 1 $ $sewer pipe

Installation of 1500mm DIA MH at HC6 including Lump1 $ $removal of existing MH Sum

Installation of 1500mm DIA MH at HC7 includingLum

removal of existing MH and reconnect existingSu $ $

sewer pipe

Rebench existing sanitary MH near HC3 including Lump1 $ $

connection of new 250 mm DIA sewer pipe Sum

Installation of 1200mm DIA MH at HC1ALumpSum

Sub-Total Part2 $

$ $

Assignment 14-09 Page 26




Specification I . . . . Eat. Unit Rate Total AmountItemSpecial Drawing I Description Unit

Qty ($/Unit) tUnitRrEcQtyl. . Special Details

Specification

PART 3: Restoration HISEY CRESCENT

Restoration ITEMS: Construction andl or installation


TS 3.15 Full Depth Asphalt Roadway Restoration Outside 2 80129 TS 3.20 of Trench (Provisional) m $— TS 4.60 T-216.02-06

TS 310 T-509.010-1 Cold milling and re-paving 40mm of HL3 asphalt730 TS 1150 for areas where full depth restoration is not m2 1,300 $ $

S.68 required

Sub-Total Part 3 $

PART 5: MISCELLANEOUS ITEMS HISEY CRESCENT

MISCELLANEOUS ITEMS: Construction andl or installation


Installation of Single Top catch basin, including131 each 6 $ $TS 401 removal of existing

TS408

132 TS 410T-705.01o Installation of Single Top catch basin each 1 $ $

TS 501T-705.010-1TS 510T-705.020

OPSS 402 Installation of 250 mm DIA PVC catch basin lead133 T-705.020-1 m 16 $ $OPSS 404T-708.01-3 including connections

OPSS 407— T-708.03

OPSS 490T708.020 Installation of 250 mm DIA PVC catch basin leadOPSS 491134 OPSD 400.020 m 24 $ $

OPSS 492 including connections and removal of existingS.55S.58 Abandon, seal! plug! cap ends and fill with grout

135 m 8 $ $existing catch basin lead, single

Clean existing Maintenance Holes and Catcheach 18 $ $136 S.34

Basins



S.61S.62


TS 409 Pre Construction and Post Construction CCTV Lump1 $ $139

S.33 Sewer Inspection Survey Sum

Sub-Total Part 5 $

Aslgnment 1409 Page 27



Standard IStandardI Est. Unit Rate i Total AmountSpecification I Unit IItem Drawing! Description ($IUnit)Special

Special Details I ISpecification—

HISEY CRESCENT SUBTOTAL

Sub-Total Part I $

Sub-Total Part 2 $

Sub-Total Part 3 $

Sub-Total Part 5 $

TOTAL HISEY CRESCENT $

Asignnlent 14-09 Page 28



Standard

ItemI

Drawing I Description UnitEst. Unit Rate


SKYE COURT

Partl: SEWERS SKYE COURT



TS 4.01TS 410TS 501TS 510TS 401TS 518 T-1007.01

Installation of 525 mm DIA concrete sewerOPSS 404 T-1007.01-4

between SC1 and 5C2 including removal ofm 45 $ $140 OPSS 490 OPSD 802.010

OPSS 491 OPSD 802.030existing 375 mm DIA storm sewer pipe andreconnect existing sewer pipe

OPSS 492 OPSD 802.031OPSS 517OPSS 805

S.31S.55S.56

Sub-Total Part I $

Part 2: MAINTENANCE HOLES AND SPECIAL STRUCTURES SKYE COURT


TS 401TS 408TS 501TS 510TS 518


S.31S.56S.57S.59

T-701 .010T-701 .011

T-701 .012-1T-701.013

T-701 .015-1T-701 .015-2T-701 .021T-704. 10-1T-708.020T-1 003.01

OPSD 401 .010OPSD 404.020OPSD 405.020

Suppl all labour, equipment and materials to complete the installation work of Maintenance H iles (MH), the installation work to includi bedding, backfill withcompaction, connect to existing and proposed pipes, drop structures, new steps and benching, new frames with watertight covers, in accordance to the contractspecifications_and_drawings:

__________________________________________ _______ ________________ _____________________

141Installation of 1200mm DIA MH at SC1 including Lump

1 $ $removal of existing MH Sum

142Installation of 1500mm dia MH at SC2 includingremoval of existing MH and reconnect existingstorm sewer pipes

LumpSum $ $

Sub-Total Part 2 $

Aigrnent 14-09 Page 29



Standard

Item SpecWicationDescription Unit Est. Unit Rate Total Amount


PART 3: Restoration SKYE COURT


Supply labour, equipment and materials to nclude bedding, backfill with compaction and comp ete restoration to match existing in accordance to contractspecifications and drawings for the following items:

143TS 3.15 Full Depth Asphalt Roadway Restoration Outside

m2 30 $ $TS 3.20 of Trench (Provisional)— TS 4.60 T-216.02-06

TS 310 T-509.010-1 100mm Cold Milling and re-paving 60mm of HL8144 TS 1150 & 40mm of HL3 asphalt for areas where full depth m2 560 $ $

S.68 restoration is not required

Sub-Total Part 3 $

PART 5: MISCELLANEOUS ITEM S SKYE COURT

MISCELLANEOUS ITEMS: Construction and! or Installation

Supply labour equipment and materials to include all fittings, bedding, backfill with compaction, in accordance to contract specifications and drawings for thefollowing items:

IS 401TS 408

145TS 410

T-705.010 Installation of Double Top catch basin, includingeach 2 $ $15 501 - removal of existing

IS 510— T-705.020-1

OPSS 4071-708.01-3

OPSS 490T-708.03 Installation of 300mm dia PVC catch basin lead

146 OPSS 491T-708.0 0 including connections to DCB and sewer, and m 26 $ $

OPSS 492OPSD 400.020 removal of existing

S.55S.58

147 S.34Clean Existing Maintenance Holes and Catch each 8 $ $Basins

TS 7.22TS 7.30IS 7.40 1-1 104.01 Removal of substandard water service and

148 TS 7.70 1-1105.02-1 replacementwith new 19mm DlAWaterService each 12 $ $IS 441 T-1105.02-2 (Provisional)

S.61S.62


150TS 409 Pre Construction and Post Construction CCTV Lump 1 $ $S.33 Sewer Inspection Survey Sum

Sub-Total Part 5 $

Sub-Total Part I $

Sub-Total Part 2 $

Sub-Total Part 3 $

Sub-Total Part 5 $

TOTAL SKYE COURT $

SKYE COURT SUB-TOTAL

Aignment 14-09 Page 30


Tender Call No. 346-2014 Contract No. I 6ECS-LU-OIFP

I Standard I I I I I IStandard I I I II Specification / I I Est. I Unit Rate I Total AmountItem

Special I Drawing! I Description I UnitQty. I ($/Unit) I (Unit RnEt.Qty.l

Special Details I I I I ISpecification I I I I I

BAMFORD CRESCENT

Partl:SEWERS BAMFORDCRESCENT



151

TS 4.01TS 410TS 501TS 510TS 401TS 518


S.31S.55S.56

T-1 007.01T-1007.01-4

OPSD 802.0 10OPSD 802.030OPSD 802.031

Installation of 300 mm DIA PVC DR 35 stormsewer between BC1 and BC2 including removal ofexisting 250mm dia storm sewer pipe

m 32 $ $

Sub-Total Part I $

Part 2: MAINTENANCE HOLES AND SPECIAL STRUCTURES BAMFORD CRESCENT


TS 401TS 408TS 501TS 510TS 518


S.31S.56S.57S.59

T-701 .010T-701.011

T-701 .012-1T-701 .013

1-701.01 5-1T-701.015-2T-701 .021T-704. 10-11-708.020T- 1003 .0 1

OPSD 401 .010OPSD 404.020OPSD 405.020

Supply all labour, equipment and materials to complete the installation work of Maintenance Hc lea (MH), the installation work to include bedding, backfill withcompaction, connect to existing and proposed pipes, drop structures, new steps and benching, new frames with watertight covers, in accordance to the contractspecifications_and_drawings:

__________________________________________ ________________ _____________________

Installation of 1500mm DIA MH at GC1 includingLump152 removal of existing MH and reconnection ofSum

1 $ $existing sewer pipes

153Installation of 1200mm DIA storm MH at BC2including removal of existing MH and reconnectexisting sewer pipes

LumpSum $ $

Sub-Total Part 2 $

Attignment 1409 Pagn 31




Specification I . . . Est. Unit Rate Total AmountItemSpecial DrgI Description Unit

Qty. ($!Unit) lUil Rr. EC Oiyj

Specification

PART 3: Restoration BAMFORD CRESCENT


Supply labour, equipment and materials to include bedding, backfill with compaction and comp ete restoration to match existing in accordance to contractspecifications and drawings for the following items:

TS 3.15 Full Depth Asphalt Roadway Restoration Outside 2154 TS 3.20 of Trench (Provisional) m 20 $ $TS 4.60 T-216.02-06TS 310 T509.0101 Cold milling and re-paving 40mm of HL3 asphalt


Sub-Total Part 3 $

PARTS: MISCELLANEOUS ITEMS BAMFORD CRESCENT



TS 401TS 408

Installation of Single Top catch basin, including156 TS41O each 2 $ $T-705.010 removal of existing

TS 501 T-705.01 0-1TS 510 T-705.020

OPSS 402 T-705.020-1— OPSS4O4

T-708.01-3OPSS 407

T-708.03OPSS 490 T-708.020OPSS 491 Installation of 250mm dia PVC Catch Basin LeadOPSD 400.020

157 OPSS 492 including connections to CS and sewer, and m 8 $ $S.55 removal of existing5.58

Clean Existing Maintenance Holes and Catch158 5.34 each 8 $ $Basins



S.61S.62


TS 409 Pre Construction and Post Construction CCTV Lump 1 $ $161 S.33 Sewer Inspection Survey Sum

Sub-Total Part 5 $

Aignrnent 14-09 Page 32


Tender Call No. 346-2014 Contract No. 16ECS-LU-OIFP

Standard

ItemI

Description Unit Unit Rate Total Amount


BAMFORD CRESCENT SUB-TOTAL

Sub-Total Part I $

Sub-Total Part 2 $

Sub-Total Part 3 $

Sub-Total Part 5 $

TOTAL BAMFORD CRESCENT $

STREET SUBTOTALS

TOTAL HULLMAR DRIVE $

TOTAL WHEELWRIGHT CRESCENT $

TOTAL BLACKSMITH CRESCENT $

TOTAL GOSFORD BOULEVARD EASEMENT $

TOTAL HISEY CRESCENT $

TOTAL SKYE COURT $

TOTAL BAMFORD CRESCENT $

TOTAL ALL STREETS $

Assignment 1409 Page 33

Section 3 -Tender Submission Form

PRICING FORM (Revision 1, Addendum 1)Tender Call No. 346-2074 Contract No. I6ECS-LU-OIFP

StandardStandard

Specification I Est. Unit Rate Total AmountItem

SpecialDrawing! Description Unit Qty. ($IUnit) (Unit Rare a EeL Qty.)


Part 6: ALLOWANCES (All items Provisional)

Supply all labour, equipment and materials to complete the work or installation of the following items in accordance with the Standard Specifications andDrawings, Special Specifications and Contract Documents.

TS 5.00TS 5.10TS 5.20

162 S.73 Topsoil and Sod, including soil preparation m2 1470 $ $

S.74S.75S.76

TS3.30TS 4.60 T-310.050-8 Asphalt Driveway and Boulevard, 80mm HL3 F m2 690 $ $163 TS 1150 T-561.030-4

S.68

164 Concrete Sidewalk - Residential, 1 30mm thick m2 520 $ $

TS3.50165 TS.3.65 1-216.02-8 Concrete Sidewalk - Commercialllndustrial,

m2 100 $ $15 3.70 1-310.010-2 180mm thick

TS 405 T-600.05-1

166 TS 1350 1-600.11-i Concrete Barrier Curb m 310 $ $S.68

167 Curb and Gutter including Subdrain m 180 $ $

168Asphalt Driveway - Industrial/Commercial, 80mm

m2 50 $ $HL8, 50mm HL3 F

169 Interlock Brick Driveway m2 200 $ $

TS. 3.30170 IS 345 Concrete Driveway, minimum 130mm thick m2 300 $ $

TS 3.50 Impressed Concrete Driveway, minimum 130mmm2 100 $ $171 TS 3.65 T310.03010 thick

— TS 3.80 T-310.030-11

172 TS 3.85 1-310.50-8 Private concrete curb including cast-in-place, prem 370$ $

TS 4.60 cast, and coloured impressed to match existing— IS 1150

S.68 Concrete Crosswalk - high early strength 24MPam2 100 $ $173

@ 24hr, glassfiber concrete, mm 200mm thick

Tactile Walking Surface Indicator, minimumm 55$ $174 610mm width

Spot Repair Full Depth Roadway Restoration with

175 TS 3.15 Asphalt Pavement - Local - 40mm HL-3 withm2 170 $ $

TS 3.20 60mm HL-8; 50mm Gran ‘A 250mm Gran ‘B’

TS 4.60 T-216.02-06 Type IIIS 310 1-509.010-1 Spot Repair Full Depth Roadway Restoration with

TS 1150 Asphalt Pavement - Collector-40mm HL-3 withm2 10 $ $176 S.68 85mm HL-8; 50mm Gran ‘A’ 250mm Gran ‘B’

Typell —

Ansgnrnnnt 14.09 Pagn 34

Section 3 - Tender Submission Form

PRICING FORM (Revision 1, Addendum 1)


Standard. Standard

Specification I Est. Unit Rate Total AmountItemSpecial

Drawing I Description UnitQty. (s/Unit) (UnitRr.ECQty)


S.67S.70

177 S.71 Tree Removal and Replacement each 50 $ $S.72S.76

Replace existing catch basin frame & covet and178 S58 OPSD 400.020 adjustment units with new catch basin frame & each 30 $ $

covet and adjustment units

TS 401 T-708.01TS41O T-708.01-3

179OPSS 490 T-708.01-5 Replace lateral outside of trench up to the limits of

800OPSS 491 T-708.01-6 the property line as required m

OPSS 492 OPSD 1006.010S.60 OPSD 1006.020

180 Additional excavation including disposal andm3 100 $ $replacement with compacted Granular ‘A’ material

181Additional excavation including disposal and

100 $replacement with compacted Granular ‘B’ material m

182 S.17 Additional excavation including disposal andm3 100 S $

S.40 replacement with u-fill

183 19mm Clearstone wrapped in geotextile filter100 $ $fabric in place of proposed bedding m

Removal and disposal of unforeseen mass rock

184 and concrete including concrete bedding, 3 1000 $ $maintenace holes and other buried structures in m

the way of any excavation

185 Trenchless Technology Rescue Shaft 1 $ $— S.63

186Additional Bore Hole Installations and Lump

1 $ $Geotechnical Investigation Sum

S.31 Non-destructive excavation for unforeseen utilities187 ..V m 50 $ $S.38 / sensitive-obstructions

TS 510 Test holes for activities not included in the original188 TS 1010 construciton scope, backfill with 19mm crushed each 100 $ $

S.37 stone

Assignment 1409 Page 35

Section 3 Tender Submission FormPRICING FORM (Revision 1, Addendum 1)

Tender Call No. 346-2014 Contract No. I6ECS-UJ-OIFP

Standard

Item Specification!Standard Unit Rate Total Amount

SpecialDrawing I Description Unit

Est

SpecificationSpecial Details

Qty. ($!Unit) (unit RnrenEnt Qty.l

PART 7 : GENERAL CONTRACT ITEMS : Unless otherwise stated in a numbered Special Specification in Section 4A, all items to be paid in proportion

to percentage of contract completion (proportion of completion calculation excludes PART 7 items, Contingency Allowance and PART 6 Items notused)

Traffic control including traffic control persons,TS 1.00 Lump 1 $ $189 signs, paid duty officer, flashers, delineators, SumS.28

banicades, etc.

190 S.1 Survey LayoutLump I $ $Sum

TS1.10Field Office

Lump 1 $ $S.15 Sum

192S.7 Pre and Post Construction Condition Survey and Lump 1 $ $S.27 Vibration Monitoring Sum

193 S.77 Decommission Monitoring Well each 16 $ $

TS 518 Additional Dewatering for flows in excess of194

OPSS 517 .50,000 LId (Provisional)day 30 $ $

195 BondsLump 1 $ $Sum

196 InsuranceLump $ $Sum

Prov197 S.13 Contingency Allowance 1 $ 1750,000.00 $ 1,750000.00

Sum

Sub-Total Allowances

1$

TOTAL ALL STREETS $.

ISub-Total Allowances I $

Total all Streets and Allowances $

ADD HARMONIZED SALES TAX (HST @ 13%) $

TOTAL BID AMOUNT (to be transferred to Tender Call cover page) $

NOTE (Applied to all items in the Schedule of Prices Table above.):1. The unit price or prices listed herein shall be used by the City of Toronto to determine payments for alterations, extrasand deductions to the original baseContract quantities and are excluding of the HST, but inclusive of all other taxes as well as the Contractor’s overheads and profits.2. The contingency allowance is for potential extra work which may be required beyond the scope of this Contract and is subject to approval of the ExecutiveDirector. Payments from the contingency allowance will be made only following issuance of a Change Order approved by the Executive Director. Any unusedportion of the contingency allowance shall be deducted from the Total Tender Price.3. The unit prices inserted above for provisional quantities shall be applicable to extras or deductions even if actual quantities are found to vary considerablyfrom them.4. The Bidder agrees that no part of the Schedule of Prices aforementioned shall be expended without written direction fromthe Executive Director. Inaddition, all unused portions of the Schedule of Prices shall be deducted from the Total Tender Price.5. In the event of obvious mathematical errors in the Schedule of Prices, the unit prices tendered shall be considered correct and arithmetic extensions and

— totals shall be corrected accordingly. Any such corrections resulting in adiustment to the total for the Schedule of Prices will be similarly applied as anadjustment to the Total Tender Price tendered for the project.6. Amounts for extras or deductions based on the Pricing Form will be added or deducted from the Basic Tender Price.7. Payment for deductions or additions of items not listed will be made in accordance with the General Conditions and specific condition..S. Payment for Bonding shall be subject to the terms and conditions outlined in Section 5A, Specific Conditions of Contract.

... 1

Asign,nent 14-09 Page 36