i. supplementary information for bidders · ch2m hill with the following contractors in attendance:...
TRANSCRIPT
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 Page 1 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 Page 2 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 Page 3 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 Page 4 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 Page 5 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
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
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)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
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
OPSS 402OPSS 404OPSS 407OPSS 490OPSS 491OPSS 492
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
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
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
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
Standard
ItemSpecmcation I
Drawing I Description UnitEst. Unit Rate Total Amount
Special DetailsSpecification
WHEELWRIGHT CRESCENT
Part 1: SEWERS WHEELWRIGHT CRESCENT
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 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
OPSS 404OPSS 490OPSS 491OPSS 492OPSS 517OPSS 805
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
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 013600 mm DIA MH at WC1 includingremoval of existing 1350mm DIA storm sewer36
37
38
LumpSumTS 401
TS 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 .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
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
Standard. . Standard
Specification! . . Est. Unit Rate Total AmountItemSpecial
Drawing! Description Unit($IUnit) lUntR,.EsLQiy)
. . Special DetailsSpecification
PART 3: Restoration WHEELWRIGHT CRESCENT
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 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
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:
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
TS 7.22TS 7.30TS 7.40 T-1 104.01 Removal of substandard water service and
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
48 S.26 Project Signs each 1 $ $
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
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
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
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
StandardStandard
Specification I . . . . Est. Unit Rate Total AmountItemSpecial
Drawing I Description Unit($lunit) lunitRnr.Et.QtY.)
Special DetailsSpecification
BLACKSMITH CRESCENT
Part 1: SEWERS BLACKSMITH CRESCENT
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 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
OPSS 404OPSS 490OPSS 491OPSS 492OPSS 517OPSS 805
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
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 1200mm DIA MH at BSI includingremoval of existing MH and reconnect existingsewer pipe
LumpSum $ $55
56
57
58
59
60
61
62
TS 401TS 408TS 501TS 510TS 518
OPSS 402OPSS 404OPSS 407OPSS 490OPSS 491OPSS 492OPSS 517OPSS 805
5.31S.565.57S.59
T-701 .010T-701.011
T-701 .012-1T-701 .013T-701 .015T-701 .021T-704.1 0-1T-708.020T-1 003.01
OPSD 401 .010OPSD 404.020OPSD 405.020
Installation of 1200 mm DIA MH at BS2 including Lump$ $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
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 AmountItemSpecial
Drawing I Description UnitQty. ($IUnit) (Unit RrenEC Qty.i
. Special DetailsSpecification
PART 3: Restoration BLACKSMITH CRESCENT
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:
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
64 TS 1150 for areas where full depth restoration is not m2 2700 $ $S.68 required
Sub-Total Part 3 $
PART 5: MISCELLANEOUS ITEMS BLACKSMITH CRESCENT
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, includinginsulation each65
66
67
68
69
70
71
$
TS 401TS 408TS 410TS 501TS 510
OPSS 402OPSS 404OPSS 407OPSS 490OPSS 491OPSS 492
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
TS 7.22TS 7.30TS 7.40 T-1 104.01 Removal of substandard water service and
73 TS 7.70 T-1 105.02-1 replacement with new 19 mm DIA Water Service each 39 $ $TS 441 T-1105.02-2 (Provisional)
S.61S.62
74 S.26 Project Signs each 2 $ $
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)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
Standard
ItemSpecification I Descñption Unit
Est. Unit Rate Total Amount
. . Special DetailsSpecification
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
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
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
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 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
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
Standard
Item Specification IDrawing! Description Unit Total Amount
. Special DetailsSpecification
Part 2: MAINTENANCE HOLES AND SPECIAL STRUCTURES ] GOSFORD BOULEVARD EASEMENT
Maintenance Holes: Construction
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
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 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
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 AmountItemSpecial
Drawing I Description UnitQty. ($IUnit) (UnitRxELQty.)
. Special DetailsSpecification
PART 3: RestoratIon GOSFORD BOULEVARD EASEMENT
Restoration ITEMS: Construction andl 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:
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
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:
Clean Existing Maintenance Holes and Catch102 S.34 Basins each 9 $ $
103 S.26 Project Signs each 3 $ $
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
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. I6ECS-LU-D1FP
Standard. Standard
ItemSpecification ‘ Drawing I Description Unit Eat. Unit Rate
. Special DetailsSpecification
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
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
StandardSpecification i Standard .
. Eat. Unit Rate Total AmountItemSpecial
Drawing I Description UnitQty. ($IUnit) (Unit Rr.Ent. Qty.)
Special DetailsSpecification
HISEY CRESCENT
Part 1: SEWERS HISEY CRESCENT
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 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
OPSS 404OPSS 490OPSS 491OPSS 492OPSS 517OPSS 805
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)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
Standard
ItemSpecification I
Drawing! Description Unit Est. Unit Rate
. . Special DetailsSpecification
Part 2: MAINTENANCE HOLES AND SPECIAL STRUCTURES HISEY CRESCENT
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 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
OPSS 402OPSS 404OPSS 407OPSS 490OPSS 491OPSS 492OPSS 517OPSS 805
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
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
Standard. . Standard
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
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:
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
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, 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
TS 7.22TS 7.30TS 7.40 T-1 104.01 Removal of substandard water service and
137 TS 7.70 T-1 105.02-1 replacement with new 19 mm DIA Water Service each 31 $ $TS 441 T-1105.02-2 (Provisional)
S.61S.62
138 S.26 Project Signs each 1 $ $
TS 409 Pre Construction and Post Construction CCTV Lump1 $ $139
S.33 Sewer Inspection Survey Sum
Sub-Total Part 5 $
Aslgnment 1409 Page 27
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
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
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
Standard
ItemI
Drawing I Description UnitEst. Unit Rate
Special DetailsSpecification
SKYE COURT
Partl: SEWERS SKYE COURT
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:
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
Maintenance Holes: Construction
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. 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
Section 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
Standard
Item SpecWicationDescription Unit Est. Unit Rate Total Amount
. Special DetailsSpecification
PART 3: Restoration SKYE COURT
Restoration ITEMS: Construction and! or installation
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
149 S.26 Project Signs each 1 $ $
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
SectIon 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
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
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:
151
TS 4.01TS 410TS 501TS 510TS 401TS 518
OPSS 404OPSS 490OPSS 491OPSS 492OPSS 517OPSS 805
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
Maintenance Holes: Construction
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
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
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 AmountItemSpecial DrgI Description Unit
Qty. ($!Unit) lUil Rr. EC Oiyj
Specification
PART 3: Restoration BAMFORD CRESCENT
Restoration ITEMS: Construction and! or installation
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
155 TS 1150 for areas where full depth restoration is not m2 130 $ $S.68 required
Sub-Total Part 3 $
PARTS: MISCELLANEOUS ITEMS BAMFORD CRESCENT
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:
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
TS 7.22TS 7.30TS 7.40 T-1 104.01 Removal of substandard water service and
159 TS 7.70 T-1 105.02-1 replacement with new 19 mm DIA Water Service each 7 $ $TS 441 T-1105.02-2 (Provisional)
S.61S.62
160 S.26 Project Signs each 1 $ $
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
SectIon 3 - Tender Submission FormPRICING FORM (Revision 1, Addendum 1)
Tender Call No. 346-2014 Contract No. 16ECS-LU-OIFP
Standard
ItemI
Description Unit Unit Rate Total Amount
. Special DetailsSpecification
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.)
Special DetailsSpecification
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)
Tender Call No. 346-2014 Contract No. I6ECS-LU-OIFP
Standard. Standard
Specification I Est. Unit Rate Total AmountItemSpecial
Drawing I Description UnitQty. (s/Unit) (UnitRr.ECQty)
. Special DetailsSpecification
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.
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Asign,nent 14-09 Page 36