FT Page 5
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
(See paragraph 5.3.1 of the MMCD Instructions to Tenderers – Part II; and GVWD General Requirement,
Measurement & Payments, Specifications and Standards for Queensborough Main No. 2, May 20, 2015)
(All prices and Quotations including the Contract Price shall include all Taxes,
but shall not include GST. GST shall be shown separately.)
Item
MMCD Ref.
Description
Unit
Quantity Unit Price
($)
Amount
($)
SECTION 1 – GENERAL
1.1
1.2
1.3
1.4
01 33 01
Project Record Documents
SSPEC1
Project Record Documents
01 55 00
Traffic Control, Vehicle Access and Parking
1.5.1
Traffic Control vehicle access and
Parking (Incidental to other work items)
01 57 01
Environmental Protection
1.6.1
Environmental Protection ((Incidental
to other work items)
01 58 01
Project Identification
1.3.1
Project Identification – (Incidental to
other work items)
1.5
Not Used
1.5.1
Not Used
1.5.2
Not Used
LS
1
.
Note
Note
Note
TOTAL SECTION 1 – GENERAL
SECTION 2 – CONCRETE
2.1
03 30 20
Concrete Walks, Curb And Gutter
2.1.1
1.4.3
Machine Placed Curb & Gutter
(MMCD Dwg C4-Barrier Type)
Lm
2200
2.1.2
1.4.3
Machine Placed Curb & Gutter (Barrier
curb see MMCD Dwg C4 Modified @
Dwg T-004 Section C-C) Raised
Intersection letdowns
Lm
185
MMCD 2009 Edition
Reference No. NWIT-15-09
FT Page 6
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
Unit
2.1.3
1.4.3
Machine Placed or Precast Curb &
Gutter (Barrier curb see MMCD
Dwg C4) – Raised Medians
Lm
670
Hand Formed Curb and Gutter
(Barrier curb see MMCD Dwg C4) –
Chicanes
Lm
150
2.1.4
1.4.4
Quantity Unit Price
($)
2.1.5
SSPEC3
Curb Cuts (Drainage) Shown Dwg.
T-005
Ea
15
2.1.6
1.4.3
Hand Formed Curb and Gutter
(Median Interim MMCD Dwg C6
Style 1)
Lm
50
2.1.7
1.4.5
Concrete sidewalks, Infill Strips and
Walkways, including ramps and corner
patios. (Broom finish and 100mm
thickness)
Sq.m
3600
2.1.8
1.4.5
150mm thick concrete Bus Shelter Pads.
Sq.m
120
2.1.9
1.4.5
100mm Thick Wheelchair ramps on
Bus Stops
Sq.m
60
2.1.10
SSPEC4
Concrete Driveway Crossings 150mm
thickness c/w ramps, granular base, and
compaction (MMCD Dwg C7)
Sq.m
1625
Concrete Driveway Crossings 200mm
thickness c/w ramps, granular base, and
compaction (MMCD Dwg C7)
Sq.m
260
150mm thick Non-reinforced Concrete
Driveway Tie-in, c/w granular base up
to 250mm depth and compaction
Sq.m
55
150mm thick Non-reinforced Concrete
Exposed Aggregate Driveway Tie-in,
c/w granular base up to 250mm depth
and compaction
Sq.m
20
Brick Pavers Driveway tie-in
c/w base material up to 250mm depth,
compaction
Sq.m
20
Grade Adjustment to Existing Utilities
Ea
51
2.1.11
2.1.12
2.1.13
2.1.14
2.1.15
SSPEC4
SSPEC4
SSPEC4
SSPEC5
SSPEC39
MMCD 2009 Edition
Amount
($)
Reference No. NWIT-15-09
FT Page 7
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
2.2
2.2.1
2.2.2
MMCD Ref.
Description
03 30 53
Cast in place Concrete
1.4.6
100mm thick Concrete In Fill Strip –
Raised median c/w granular base,
compaction
Sq.m
75
Concrete Gravity Wall – Planter wall
within raised median
(see Landscape dwgs)
Cu.m
65
1.5.1, 1.5.2
Unit
Quantity Unit Price
($)
2.2.3
1.5.1, 1.5.2
Concrete Apron – Raised Medians
(see dwg. T-005)
Cu.m
33
2.2.4
1.5.1, 1.5.2
Concrete Planters Wall – Rain Gardens
& Boulevards (see Landscape dwgs)
Cu.m
55
2.2.5
1.5.1, 1.5.2
Concrete Apron – Rain Gardens &
Boulevards (see Landscape dwgs)
Cu.m
28
2.2.6
1.5.4
Concrete Stairs and Landings
Excavation and Backfill under 31 23 01
R/m
30
2.2.7
32 14 01
Cobble Paving (See Landscaping
1.6/SSPEC44 Drawings)
Sq.m
55
Sq.m
165
2.3
03 40 01
Pre-cast Concrete
2.3.1
SSPEC6
Supply and install Allan block wall c/w
well-graded drain rock and perforated
drain pipe, fills under Section 31 24 13
2.3.2
SSPEC6
Supply and install Allan block stairs to
Riser m
the property c/w granular and drain rock
2.3.3
1.4.5
Relocate Concrete No post barrier –
offsite
Lm
50
2.3.4
1.4.5
Relocate Concrete No post barrier –
within site (Barriers on Howe Street)
Lm
50
Amount
($)
150
TOTAL SECTION 2 – CONCRETE
SECTION 3 – EARTHWORKS
3.1.0
31 11 01
Clearing and Grubbing
3.1.0
1.4.1, 1.4.2
Clearing and Grubbing
3.2.0
SSPEC7
Preservation/Protection of Shrubs/Hedges and Trees
3.2.1
SSPEC7
Preservation/Protection of Existing
Trees
Ea
41
3.2.2
SSPEC7
Preservation/Protection of Existing
Shrubs
Ea
25
MMCD 2009 Edition
Sq.m
1800
Reference No. NWIT-15-09
FT Page 8
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
Unit
3.2.3
SSPEC7
Preservation/Protection of Existing
hedges
Lm
250
3.2.4
SSPEC7
Raising Grade Around Existing Trees
Ea
5
3.2.5
SSPEC7
Lowering Grade Around Existing Trees
Ea
5
3.3.0
31 23 01
Excavating, Trenching and Backfilling Underground Utility
3.3.1
1.10.3
(Optional) Roadway Over-excavation
including SGSB Subgrade fill material
3.3.2
1.10.6
3.3.3
1.10.7
Quantity Unit Price
($)
Cu.m
2500
Excavation of New Channels and
Ditches (New Alignment on Side
Streets)
Lm
285
Cleaning and Reshaping Existing
Channels and Ditches (Retained
Existing Alignment on Side Streets)
Lm
65
Lm
85
3.3.4
1.10.8
New Swales
3.4.0
31 24 13
Roadway Excavation, Embankment and Compaction
3.4.1
1.8.5
Common Excavation – On-Site Re-Use
(See 31 23 01; Para 1.3.2) (20% Usable)
Cu.m
650
3.4.2
1.8.5
Common Excavation – Off-Site
Disposal (See 31 23 01; Para 1.3.2)
includes Stripping (80% Waste)
Cu.m
2595
3.4.2A
3.4.3
3.4.4
3.4.5
3.4.6
1.8.4/SSPEC Removals – Off-Site Disposal
8
1.8.7
1.8.7
SSPEC9
SSPEC9
MMCD 2009 Edition
LS
Amount
($)
1
Import Embankment Fill Slope Areas –
MMCD Pit Run Sand (See 31 05 17,
Para 2.4)
Tonne
6500
Import Embankment Fill capping under
Multi-pathway and sidewalk areas, and
covering Pumice Fills and Trenching, –
MMCD Pit Run Sand (See 31 05 17,
Para 2.4)
Tonne
5950
Import Embankment Fill – Red Pumice
Light weight fill or equal (per Detail
LWG #1 & LWG # 2 on Storm
Trenching & Embankments)
Tonne
5600
Import Embankment Fill – Red Pumice
Light weight fill (on Storm Trenching
under the pipe bedding over excavation)
Tonne
580
Reference No. NWIT-15-09
FT Page 9
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
Unit
3.4.7
1.8.8
Over excavation on Non-Road Areas
(including MMCD Pit Run sand Fills)
Cu.m
575
3.4.8
1.8.9
Subgrade Preparation
Sq.m
20400
3.4.9
1.8.10
Replace Unsuitable Subgrade revealed
after proof roll, (Including MMCD Pit
Run Sand)
Tonne
2350
Geosynthetics – Nilex 4551 or approved
equal (per Detail LWG #1 & LWG # 2),
storm trench & embankments
Sq.m
15000
Geosynthetics – Nilex 4551 or approved
equal (on over excavation under the
pipe bedding)
Sq.m
5500
3.5.0
31 32 19
3.5.1
1.6
3.5.2
1.6
Quantity Unit Price
($)
Geosynthetics
3.6.0
SSPEC46
Contaminants Soil Management
3.6.1
SSPEC46
Loading & Transport of suspect
Hazardous Waste (HW/SHW) soils,
Phase 2 – MV Sta. -0 +040 to 1+267
Tonnes
3450
Temporary onsite Storage, Loading &
Transport of suspect Waste (IL+) soils,
Phase 2 – MV Sta. -0+040 to 1+267
Tonnes
620
Temporary onsite Storage, Loading &
Transport of soils exceeding the Soil
Relocation Standards (SRNA+), Phase
2 – MV Sta. -0+040 to 1+267
Tonnes
810
Temporary onsite Storage, Loading &
Transport of soils below the Soil
Relocation Standards (SRNA-), Phase 2
– MV Sta. -0+040 to 1+267
Tonnes
4330
3.6.2A
3.6.2B
3.6.2C
SSPEC46
SSPEC46
SSPEC46
Amount
($)
TOTAL SECTION 3 – EARTHWORKS
SECTION 4 – ROADS AND SITE IMPROVEMENTS
4.1.0
32 01 16.7
Cold Milling
4.1.1
1.5.1
Cold Milling to maximum 125mm
thickness, including disposal
Sq.m
9900
4.1.2
1.5.1
Cold Milling 40mm thickness at
Surface Tie-in
Sq.m
450
MMCD 2009 Edition
Reference No. NWIT-15-09
FT Page 10
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
4.2.0
32 01 16.8
Full Depth Reclamation
4.2.1
1.5.1
Full Depth Reclamation to Max Depth
400mm
4.3.0
32 01 17.6
Sealing Pavement Cracks for Maintenance Purposes
4.3.1
1.5.1
Cleaning and Sealing Pavement Cracks
4.4.0
32 11 16.1
Granular Sub-Base
4.4.1
1.4.2
Granular Sub-Base Variable Thickness
for Roads, curb & gutters, driveways
crossings and tie-in
4.5.0
32 11 23
Granular Base
4.5.1
1.4.1
Granular Base Variable Thickness for
Roads, curb & gutters, multi-use
pathway, and QCC pathway
Unit
Quantity Unit Price
($)
Sq.m
Lm
3600
110
Tonne
14500
Tonne
6800
Sq.m
33700
Sq.m
14700
4.6.0
32 12 13.1
Asphalt Tack Coat
4.6.1
1.5.1
Asphalt Tack Coat
4.7.0
32 12 13.2
Asphalt Prime
4.7.1
1.5.1
Asphalt Prime
4.8.0
32 12 16
Hot-Mix Asphalt Concrete Paving
4.8.1
1.5.1, 1.5.2
Asphalt Pavement – Lower Course # 1
Tonne
1800
4.8.2
1.5.1, 1.5.2
Asphalt Pavement – Upper Course # 1
Tonne
2800
4.8.3
1.5.1, 1.5.2
Asphalt Pavement levelling – Lower
Course # 1 (assuming 60mm Average)
Tonne
690
4.8.4
1.5.3
Asphalt Walk & Multi-use Pathway
50mm thick Upper Course #2, including
ramps and QCC Pathway
Tonne
520
4.8.5
1.5.3
Asphalt Driveway (Tie-ins) 50mm
thickness – Upper course # 2
Tonne
100
4.8.6
1.5.3
Asphalt Connector Walks to Pathway &
Sidewalks, 50mm thickness – Upper
course #2
(Granulars included on item 4.5.1)
Tonne
12
Asphalt Infill Strip 100mm c/w
Granular Base
Sq.m
65
4.8.7
1.5.3
MMCD 2009 Edition
Amount
($)
Reference No. NWIT-15-09
FT Page 11
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
Unit
4.8.8
1.5.6
Asphalt Pavement, Sidewalk, Driveway
Hand –Placed 50mm thickness
Sq.m
4.8.9
1.5.7
Saw Cut Asphalt or Concrete Pavements
up to 200mm depth
Lm
3200
Sq.m
405
4.9.0
4.9.1
Quantity Unit Price
($)
Amount
($)
60
Portland Cement Concrete Paving
SSPEC10
PCC 250mm Reinforced Concrete Bus
Pad c/w additional base gravels,
compaction and steel mesh
4.10.0
32 17 23
Painted Pavement Markings
4.10.1
1.5.3
Permanent Pavement Markings
(Thermoplastic) – Including Special
Crosswalks and Shared
Pedestrians/Cyclist Stencils)
LS
1
4.11.0
32 21 13
Chain Link Fences & Gates
4.11.1
SSPEC11
Raise/ Relocate QCC Gate and Post to
New Elevation
LS
1
4.11.2
SSPEC12
1.4m high Bicyclist Handrail on Allan
Block retaining wall (BC MoTI
SP741-07.02)
Lm
220
4.12.0
SSPEC13/SS Topsoil and Finish Grading
PEC13A
4.12.1
SSPEC13
Growing Medium (650mm thickness
native soil)
Cu.m
5790
4.12.2
SSPEC13
Imported Topsoil (150mm)
Cu.m
1336
4.12.3
SSPEC13A
Structural Soil (1000mm depth)
Cu.m
158
4.13.0
32 92 20
Hydraulic Seeding
4.13.1
1.8.1
Hydraulic Seeding (including on Side
Streets)
Sq.m
3750
4.14.0
SSPEC13B
Sodding
4.14.1
SSPEC13B
Nursery Sod
Sq.m
7484
4.15.0
32 93 01
Planting of Trees, Shrubs & Ground Cover
4.15.1
1.9.1
Trees Specify type & caliper (6 cm
Caliper)
Ea
234
4.15.2
1.9.1
Shrubs & Ground Cover Specify type
LS
1
MMCD 2009 Edition
Reference No. NWIT-15-09
FT Page 12
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
4.15.3
1.9.2
Tree Grates Specify type
Ea
3
4.15.4
SSPEC14
Root Barriers
Lm
500
4.16.0
Unit
Quantity Unit Price
($)
Roadway & Pathway Signs
4.16.1
SSPEC15
Roadway Signs Only
Ea
260
4.16.2
SSPEC15
Poles & sleeves
Ea
82
4.16.3
SSPEC16
Relocate Existing Signs
Ea
10
4.16.4
SSPEC17
Settlement Gauges (FortisBC),
including observation plan and/or
settlement monitoring
Ea
29
Settlement Gauges
(Metro Vancouver Type), including
observation plan and/or settlement
monitoring
Ea
60
Settlement Gauges
(Embankment Type), including
observation plan and/or settlement
monitoring
Ea
145
4.16.5
4.16.6
Amount
($)
SSPEC18
SSPEC19
4.17.0
SSPEC20
Removable Bollards (MMCD C12)
Ea
40
4.18.0
SSPEC20
Removable Bollards (At Raised
Intersections corners)
Ea
32
4.19.0
SSPEC21
Site Furnishings
4.19.1
SSPEC21
Bench Backed c/w Concrete Pads
Ea
5
4.19.2
SSPEC21
Bench Backed – Less Concrete Pads
Ea
3
4.19.3
SSPEC21
Bike Racks
Ea
4
4.20.0
SSPEC22
Irrigation System
4.20.1
SSPEC22
Irrigation System – Hampton to
Derwent
LS
1
TOTAL SECTION 4 – ROADS AND SITE IMPROVEMENTS
SECTION 5A – UTILITIES
5.1.0
33 01 30.1
CCTV Inspection Of Pipelines
5.1.1
1.6.2
CCTV Pipeline Inspection – Storm
Sewers
MMCD 2009 Edition
Lm
2246
Reference No. NWIT-15-09
FT Page 13
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
5.2.0
33 11 01
Waterworks – (“PHASE 2”)
5.2.1
1.8.1, 1.8.2,
SSPEC45
Watermain DI
150mm diameter – Cl 52 Wall
Thickness All Depths, Typical MMCD
G4 Imported Backfill, polyethylene
encased with joint-wrapping
Lm
46
1.8.1, 1.8.2,
SSPEC45,
SSPEC47
Watermain DI
150mm diameter – Cl 52 Wall
Thickness All Depths, LWG Backfill,
polyethylene encased with jointwrapping
Lm
107
1.8.1, 1.8.2,
SSPEC45
Watermain DI
200mm diameter – Cl 52 Wall
Thickness All Depths, Typical MMCD
G4 Imported Backfill, polyethylene
encased with joint-wrapping
Lm
32
1.8.1, 1.8.2,
SSPEC45,
SSPEC47
Watermain DI
200mm diameter – Cl 52 Wall
Thickness All Depths, LWG Backfill,
polyethylene encased with jointwrapping
Lm
74
1.8.1, 1.8.2
SSPEC45
Watermain DI
250mm diameter – Cl 52 Wall
Thickness All Depths, Typical MMCD
G4 Imported Backfill, polyethylene
encased with joint-wrapping
Lm
432
1.8.1, 1.8.2,
SSPEC45,
SSPEC47
Watermain DI
250mm diameter – Cl 52 Wall
Thickness All Depths, LWG Backfill,
polyethylene encased with jointwrapping
Lm
1008
1.8.1, 1.8.2,
SSPEC45
Watermain DI
300mm diameter – Cl 52 Wall
Thickness All Depths, Typical MMCD
G4 Imported Backfill, polyethylene
encased with joint-wrapping
Lm
13
In-line Gate Valves
150mm FL-FL, cover installation per
CNW DWG SDW-1
Ea
1
In-line Gate Valves
150mm TYT-FL, cover installation per
CNW DWG SDW-1
Ea
12
5.2.2
5.2.3
5.2.4
5.2.5
5.2.6
5.2.7
5.2.8
5.2.9
1.8.3
1.8.3
MMCD 2009 Edition
Unit
Quantity Unit Price
($)
Amount
($)
Reference No. NWIT-15-09
FT Page 14
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
5.2.10
1.8.3
In-line Gate Valves
200mm TYT-FL, cover installation per
CNW DWG SDW-1
Ea
10
In-line Gate Valves
200mm TYT-TYT, cover installation
per CNW DWG SDW-1
Ea
1
In-line Gate Valves
250mm TYT-FL, cover installation per
CNW DWG SDW-1
Ea
31
In-line Gate Valves
300mm TYT-FL, cover installation per
CNW DWG SDW-1
Ea
2
Cross
250mm FL X 150mm FLX 250mm
FLX 150mm FL
Ductile Iron Pressure Rating 350 psi
Ea
4
Cross
250mm FL X 150mm FLX 250mm
FLX 200mm FL
Ductile Iron Pressure Rating 350 psi
Ea
2
Cross
250mm FL X 200mm FLX 250mm
FLX 200mm FL
Ductile Iron Pressure Rating 350 psi
Ea
2
Tee
250mm FL X 150mm TYT X 250mm
FL Ductile Iron Pressure Rating 350 psi
Ea
13
Tee
250mm FL X 200mm TYT X 250mm
FL
Ductile Iron Pressure Rating 350 psi
Ea
2
Tee
250mm FL X 250mm TYT X 250mm
FL
Ductile Iron Pressure Rating 350 psi
Ea
1
Bend
150mm TYT-TYT 22.5 Degree
Ductile Iron Pressure Rating 350 psi
Ea
16
Bend
150mm TYT-TYT 45 Degree
Ductile Iron Pressure Rating 350 psi
Ea
32
5.2.11
5.2.12
5.2.13
5.2.14
5.2.15
5.2.17
5.2.18
5.2.19
5.2.20
5.2.21
5.2.22
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8. 3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
MMCD 2009 Edition
Unit
Quantity Unit Price
($)
Amount
($)
Reference No. NWIT-15-09
FT Page 15
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
5.2.23
1.8.3
Bend
200mm TYT-TYT 22.5 Degree
Ductile Iron Pressure Rating 350 psi
Ea
12
Bend
200mm TYT-TYT 45 Degree
Ductile Iron Pressure Rating 350 psi
Ea
29
Bend
250mm TYT-TYT 11.25 Degree
Ductile Iron Pressure Rating 350 psi
Ea
4
Bend
250mm TYT-TYT 22.5 Degree
Ductile Iron Pressure Rating 350 psi
Ea
32
Bend
250mm TYT-TYT 45 Degree
Ductile Iron Pressure Rating 350 psi
Ea
12
Reducer
200mm TYT X 150mm TYT
Ductile Iron Pressure Rating 350 psi
Ea
4
Reducer
250mm TYT X 150mm TYT
Ductile Iron Pressure Rating 350 psi
Ea
1
Cap
200mm diameter
Ductile Iron Pressure Rating 350 psi
Ea
3
Cap
250mm diameter
Ductile Iron Pressure Rating 350 psi
Ea
1
Cap
300mm diameter
Ductile Iron Pressure Rating 350 psi
Ea
1
Mechanical Couplings
150mm DI x DI
Ductile Iron Pressure Rating 350 psi
Ea
2
Mechanical Couplings
150mm DI x CI
Ductile Iron Pressure Rating 350 psi
Ea
9
Mechanical Couplings
200mm DI x DI
Ductile Iron Pressure Rating 350 psi
Ea
2
5.2.24
5.2.25
5.2.26
5.2.27
5.2.28
5.2.29
5.2.30
5.2.31
5.2.32
5.2.33
5.2.34
5.2.35
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
MMCD 2009 Edition
Unit
Quantity Unit Price
($)
Amount
($)
Reference No. NWIT-15-09
FT Page 16
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
5.2.36
1.8.3
Mechanical Couplings
200mm DI x CI
Ductile Iron Pressure Rating 350 psi
Ea
7
Water Service Connections
New 19mm diameter connect to new DI
w/m
Ea
58
Water Service Connections
Cut & Transfer existing 19mm diameter
to new DI w/m
Ea
5
Water Service Connections
Extend existing 19mm diameter to new
DI W/M
Ea
1
Water Service Connections
Extend existing 50mm diameter to new
DI W/M
Ea
1
Water Service Connections
Modify existing 19mm diameter at
crossings of proposed utilities between
Boyne St. and Pembina St. as shown on
AMEC Drawing W-003
Ea
7
5.2.37
5.2.38
5.2.39
5.2.40
5.2.41
SSPEC24
SSPEC24
SSPEC24
SSPEC24
SSPEC24
Unit
Quantity Unit Price
($)
5.2.42
SSPEC24
Water Service Connections
50mm diameter
Ea
1
5.2.43
1.8.4
Water Service Connections
150mm diameter
Ea
2
5.2.44
1.8.5
Test Point
per Standard Drawing W5
Ea
22
5.2.45
1.8.14S
Hydrant Assembly c/w Vertical Bends
& Gate Valve per Standard Drawing
W4
Ea
6
5.2.46
SSPEC25
Concrete Thrust Blocks
Cu.m
105
5.2.47
1.8.13
Watermain Tie-In
Pipe work by Contractor
Ea
22
5.2.48
SSPEC9
Removal of existing watermains,
fittings and appurtenances
note
5.2.49
SSPEC26
Cutting, capping and abandonment of
existing watermains and valves
note
5.2.50
SSPEC46
Loading & Transport of suspect
Hazardous Waste (HW/SHW) soils,
Phase 2 – CNW Sta. -0+040 to 1+360
Tonnes
MMCD 2009 Edition
Amount
($)
80
Reference No. NWIT-15-09
FT Page 17
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
5.2.51A
5.2.51B
5.2.51C
MMCD Ref.
Description
SSPEC46
Temporary onsite storage, Loading &
Transport of suspect Waste (IL+) soils,
Phase 2 – CNW Sta. –0+040 to 1+360
Tonnes
120
Temporary onsite storage, Loading &
Transport of soils exceeding the Soil
Relocation Standards (SRNA+), Phase
2 – CNW Sta. –0+040 to 1+360
Tonnes
80
Temporary onsite storage, Loading &
Transport of suspect soils below the
Soil Relocation Standards (SRNA-),
Phase 2 – CNW Sta. –0+040 to 1+360
Tonnes
850
SSPEC46
SSPEC46
5.2.52
Unit
Quantity Unit Price
($)
Amount
($)
Not Used
5.3.0
33 30 01
Sanitary Sewers
5.3.1
1.6.3
Sanitary Service Connection for # 843
Ewen Ave.
200mm dia. PVC DR 28 per Standard
Drawings S7 and AMEC Drawing
S-002
Ea
1
5.4.0
33 34 01
Sewage Forcemains – Jardine St to Woods St and along Wood St – “PHASE 2A”
5.4.1
1.8.2
Forcemain HDPE
200mm diameter, DR17, Pressure
Rating 100 psi for depth of main 1.0m
Imported Backfill – MMCD G4
Lm
458
Forcemain Pipe
200mm diameter, DR17, Pressure
Rating 100 psi for depth of main 1.0m
Imported Backfill – LWG
Lm
642
Bend
200mm diameter 11.25 Degree Fused
Bend Pressure Rating 100 psi
Ea
1
Bend
200mm diameter 45 Degree Fused Bend
Pressure Rating 100 psi
Ea
22
Bend
200mm diameter 90 Degree Fused Bend
Pressure Rating 100 psi
Ea
22
WYE fitting
200mm diameter Pressure Rating
100 psi
Ea
2
5.4.1.1
5.4.2
5.4.3
5.4.4
5.4.5
SSPEC48
1.8.3
1.8.3
1.8.3
1.8.3
MMCD 2009 Edition
Reference No. NWIT-15-09
FT Page 18
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
5.4.6
1.8.3
Cap
200mm diameter Pressure Rating
100 psi
5.4.7
1.8.4
5.4.9
5.4.10
1.8.4
SSPEC27
1.8.4
Quantity Unit Price
($)
Ea
1
Ea
2
In-line Plug Valves c/w riser & valve box
200mm diameter per Contract Drawing
S-004
Ea
5
Flush Out Assembly
(Supply and Installation of Light
Weight Material and geotextile not
included)
Ea
5
Temporary 150mm Riser Pipe & Cast
Iron Valve Box per Contract Drawing
S-001
Ea
1
Gate Valves
200mm diameter
5.4.8
Unit
5.4.11
1.8.5
Test Point
Standard Drawing W5
Ea
8
5.4.12
1.8.10
Forcemain Tie-In to existing gate valve
Ea
1
5.4.13
1.8.10
Forcemain Tie-In to existing manhole
Ea
1
5.4.14
SSPEC46
Loading & Transport of suspect
Hazardous Waste (HW/SHW) soils,
Phase 2A SAN FM
Tonnes
640
Temporary onsite storage, Loading &
Transport of suspect Waste (IL+) soils,
Phase 2A SAN FM
Tonnes
290
Temporary onsite storage, Loading &
Transport of soils exceeding the Soil
Relocation Standards (SRNA+), Phase
2A SAN FM
Tonnes
170
Temporary onsite storage, Loading &
Transport of soils below the Soil
Relocation Standards (SRNA-), Phase
2A SAN FM
Tonnes
920
Lm
25
5.4.15A
5.4.15B
5.4.15C
SSPEC46
SSPEC46
SSPEC46
5.4.16
Amount
($)
Not Used
5.5.0
33 40 01
Storm Sewers
5.5.1
SSPEC28
Regrading Existing Concrete Drainage
Pipe
450mm diameter, depth of main 0-2m
MMCD 2009 Edition
Reference No. NWIT-15-09
FT Page 19
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
Unit
5.5.2
1.6.3
Drainage Pipe PVC DR35
(Service Connection for Lot 843 Ewen
Ave),
450mm diameter, depth 2-3m
Lm
7
Drainage Pipe Concrete
1050mm diameter, ASTM C76M, Class
III depth of main 2-3m
(Supply and Installation of Light
Weight Backfill and geotextile not
included)
Lm
1.3
Drainage Pipe HDPE or GRP
600mm diameter, depth of main 0-2m,
in ditch infill areas
(Supply and Installation of Light
Weight Backfill and geotextile not
included)
Lm
122
Drainage Pipe HDPE or GRP
600mm diameter, depth of main 0-2m,
in non-ditch areas with Type B Trench.
(Supply and Installation of geotextile
not included)
Lm
22
Drainage Pipe HDPE or GRP
750mm diameter, depth of main 0-2m,
in ditch infill areas
(Supply and Installation of Light
Weight Backfill and geotextile not
included)
Lm
374
SSPEC29 &
SSPEC 30
Drainage Pipe HDPE or GRP
750mm diameter, depth of main
0-2m, in non-ditch areas with Type A
Trench
Lm
29
SSPEC29 &
SSPEC 30
Drainage Pipe HDPE or GRP
750mm diameter, depth of main
0-2m, in non-ditch areas with Type B
Trench.
(Supply and Installation of geotextile
not included)
Lm
43
Drainage Pipe HDPE or GRP
750mm diameter, depth of main
0-2m, in non-ditch areas with Type C
Trench.
(Supply and Installation of Light
Weight Backfill and geotextile not
included)
Lm
217
5.5.3
5.5.4
5.5.5
5.5.6
5.5.7
5.5.8
5.5.9
SSPEC30
SSPEC29 &
SSPEC 30
SSPEC29 &
SSPEC 30
SSPEC29 &
SSPEC 30
SSPEC29 &
SSPEC 30
MMCD 2009 Edition
Quantity Unit Price
($)
Amount
($)
Reference No. NWIT-15-09
FT Page 20
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
Unit
5.5.10
SSPEC29 &
SSPEC 30
Drainage Pipe HDPE or GRP
900mm diameter, depth of main
0-2m, in ditch infill areas (Supply and
Installation of Light Weight Backfill
and geotextile not included)
Lm
364
SSPEC29 &
SSPEC 30
Drainage Pipe HDPE or GRP
900mm diameter, depth of main
0-2m, in non-ditch areas with Type A
Trench
Lm
58
SSPEC29 &
SSPEC 30
Drainage Pipe HDPE or GRP
900mm diameter, depth of main
0-2m, in non-ditch areas with Type B
Trench.
(Supply and Installation of geotextile
not included)
Lm
87
Drainage Pipe HDPE or GRP
900mm diameter, depth of main
0-2m, in non-ditch areas with Type C
Trench.
(Supply and Installation of Light
Weight Backfill and geotextile not
included)
Lm
437
Lm
50
Drainage Pipe HDPE or GRP
1050mm diameter, depth of main
0-2m, in ditch infill areas
(Supply and Installation of Light
Weight Backfill and geotextile not
included)
Lm
235
SSPEC29 &
SSPEC 30
Drainage Pipe HDPE or GRP
1050mm diameter, depth of main
0-2m, in non-ditch areas with Type A
Trench
Lm
15
SSPEC29 &
SSPEC 30
Drainage Pipe HDPE or GRP
1050mm diameter, depth of main
0-2m, in non-ditch areas with Type B
Trench.
(Supply and Installation of geotextile
not included)
Lm
22
5.5.11
5.5.12
5.5.13
5.5.14
5.5.15
5.5.16
5.5.17
SSPEC29 &
SSPEC 30
SSPEC29
Drainage Pipe HDPE or GRP
SSPEC 30 & 900mm diameter, depth of main
SSPEC31
0-2m, fronting lot # 703 Ewen Ave. in
non-ditch areas with Type B Trench.
(Supply and Installation of geotextile
not included)
SSPEC29 &
SSPEC 30
MMCD 2009 Edition
Quantity Unit Price
($)
Amount
($)
Reference No. NWIT-15-09
FT Page 21
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
Unit
5.5.18
SSPEC29 &
SSPEC 30
Drainage Pipe HDPE or GRP
1050mm diameter, depth of main
0-2m, in non-ditch areas with Type C
Trench
(Supply and Installation of Light
Weight Backfill and geotextile not
included)
Lm
110
Drainage Pipe HDPE or GRP
1050mm diameter, depth of main
0-2m, in non-ditch areas, fronting lot #
703 Ewen Ave. in non-ditch areas with
Type B Trench
(Supply and Installation of geotextile
not included)
Lm
31
Drainage Service Connections
150mm diameter PVC DR 28 or GRP
per Standard Drawings S8 & Note 14
on AMEC Drawing D-001
Ea
83
5.5.19
5.5.20
SSPEC29,
SSPEC30 &
SSPEC31
1.6.3
Quantity Unit Price
($)
5.5.21
1.6.4
Drainage Inspection Chamber
item included in 33 44 01-1.5.2
Note
5.5.22
1.6.5
Catchbasin Lead
150mm diameter PVC DR 35
Lm
45
5.5.23
1.6.5
Catchbasin Lead
200mm diameter PVC DR 35
Lm
30
5.5.24
1.6.5
Lawn Drain Lead
150mm diameter PVC DR 35
Lm
32
5.5.25
1.6.9
Drainage Tie-In
New Catchbasin or Lawn Drain into
existing 150mm diameter CB lead or
existing storm sewer
Ea
4
Drainage Tie-In
450mm diameter into existing 450mm
diameter storm sewer
Ea
1
Drainage Tie-In
1050mm diameter into existing
1050mm diameter storm sewer
Ea
1
Pro-Eco-Lite Headwall c/w Security
Grid & Trash Gate for 600mm diameter
pipe
Ea
19
Pro-Eco-Lite Headwall c/w Security
Grid & Trash Gate for 750mm diameter
pipe
Ea
1
5.5.26
5.5.27
5.5.28
5.5.29
1.6.9
1.6.9
SSPEC32
SSPEC32
MMCD 2009 Edition
Amount
($)
Reference No. NWIT-15-09
FT Page 22
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
5.5.30
SSPEC32
Pro-Eco-Lite Headwall c/w Security
Grid & Trash Gate for 900mm diameter
pipe
Ea
1
Pro-Eco-Lite Headwall c/w Security
Grid & Trash Gate for 1050mm
diameter pipe
Ea
1
SSPEC33
End Cap
for 600mm diameter pipe
Ea
2
5.5.32
1.6.11
CCTV Pipeline Inspection Item
included in 33 01 30.1
5.5.33
SSPEC34
45 Degree Bends 600mm dia. HDPE or
GRP – OPTIONAL
Ea
44
5.5.34
SSPEC34
45 Degree Bends 750mm dia. HDPE or
GRP
Ea
4
5.5.35
SSPEC34
45 Degree Bends 900mm dia. HDPE or
GRP
Ea
4
5.5.36
SSPEC35
Drainage Pipe – Trenchless Installation
1050mm OD DR13.5 HDPE
Lm
38
5.6.0
33 44 01
Manholes and Catchbasins
5.6.1
SSPEC36
Manhole
base, lid, slab, cover and frame
1050mm diameter (Supply and
Installation of Light Weight Material
not included)
Ea
1
Manhole
base, lid, slab, cover and frame
1200mm diameter (Supply and
Installation of Light Weight Material
not included)
Ea
1
Manhole
base, lid, slab, cover and frame
1350mm diameter
(Supply and Installation of Light
Weight Material not included)
Ea
8
Manhole
base, lid, slab, cover and frame
1500mm diameter
(Supply and Installation of Light
Weight Material not included)
Ea
30
5.5.31
5.5.31.1
5.6.2
5.6.3
5.6.4
SSPEC32
SSPEC36
SSPEC36
SSPEC36
MMCD 2009 Edition
Unit
Quantity Unit Price
($)
Amount
($)
Note
Reference No. NWIT-15-09
FT Page 23
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
Unit
Quantity Unit Price
($)
5.6.5
1.5.1.2
Manhole Riser and Tee Riser
1050mm diameter
Vertical
Meters
4
5.6.6
1.5.1.2
Manhole Riser and Tee Riser
1200mm diameter
Vertical
Meters
2
5.6.7
1.5.1.2
Manhole Riser and Tee Riser
1350mm diameter
Vertical
Meters
15
5.6.8
1.5.1.2
Manhole Riser and Tee Riser
1500mm diameter
Vertical
Meters
79
5.6.9
1.5.1.4
Re-bench Existing Manhole
Ea
1
5.6.10
1.5.1.6
Add Manhole to Existing System
1350mm diameter
Ea
1
5.6.11
1.5.1.6
Add Manhole to Existing System
1500mm diameter
Ea
2
5.6.12
SSPEC37
Catchbasin Top Inlet Standard
DrawingS11 with “FISH" Symbol
Ea
27
5.6.13
SSPEC38
Cast Iron Catchbasin
per BC MoTI SP582-02.05 with “FISH"
Symbol
Ea
5
5.6.14
1.5.2
Lawn Drain Top Inlet Standard
Drawing S12 Type 2
Ea
17
5.6.15
1.5.2
Inspection Chamber Standard Drawing
S9, S10
Ea
83
5.6.16
SSPEC9
Remove & Disposal of Existing
Manholes, Catch basins, Lawn Drains,
Cleanouts and Inspection Chambers
Note
Amount
($)
TOTAL SECTION 5 A– UTILITIES
MMCD 2009 Edition
Reference No. NWIT-15-09
FT Page 24
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
Unit
Quantity Unit Price
($)
Amount
($)
SECTION 5B – UTILITIES – SANITARY FM PHASE 2B – OPTIONAL
5.4.18
5.4.19
5.4.20
5.4.21
5.4.22
5.4.23
5.4.24
33 34 01
Sewage Forcemains – Wood St to Derwent Way
1.8.2
Forcemain HDPE
200mm diameter, DR17, Pressure
Rating 100 psi for depth of main 1.0m
Imported Backfill – MMCD G4
Lm
154
Forcemain HDPE
200mm diameter, DR17, Pressure
Rating 100 psi for depth of main 1.0m
Imported Backfill – LWG
Lm
360
Bend
200mm diameter 11.25 Degree Fused
Bend Pressure Rating 100 psi
Ea
8
Cap
200mm diameter Pressure Rating
100 psi
Ea
1
Flush out Assembly
(Supply and Installation of Light
Weight Material and geotextile not
included)
Ea
3
In-line Plug Valves c/w riser & valve
box 200mm diameter per Contract
Drawing S-004
Ea
3
Temporary 150mm Riser Pipe & Cast
Iron Valve Box per Contract Drawing
S-001
Ea
1
Ea
4
SSPEC48
1.8.3
1.8.3
SSPEC27
1.8.4
1.8.4
5.4.25
1.8.4
Test Point
Standard Drawing W5
5.4.26
SSPEC46
Loading & Transport of suspect
Hazardous Waste (HW/SHW) soils,
Phase 2B SAN FM Sta. -0+040 to 0+750
5.4.27A SSPEC46
5.4.27B SSPEC46
MMCD 2009 Edition
Tonnes
640
Temporary Storage, Loading &
Transport of suspect Waste (IL+) soils,
Tonnes.
Phase 2B SAN FM Sta. -0+040 to 0+750
290
Temporary Storage, Loading &
Transport of soils exceeding the Soil
Relocation Standards (SRNA+), Phase
2B SAN FM Sta. -0+040 to -0+750
170
Tonnes
Reference No. NWIT-15-09
FT Page 25
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
5.4.27C
MMCD Ref.
Description
SSPEC46
Temporary Storage, Loading &
Transport of soils below the Soil
Relocation Standards (SRNA-), Phase
2B SAN FM Sta. -0+040 to -0+750
5.4.28
Unit
Tonnes
Quantity Unit Price
($)
Amount
($)
920
Not Used
TOTAL SECTION 5B – UTILITIES – SANITARY FM PHASE 2B – OPTIONAL
SECTION 6 – STREET AND PATHWAY LIGHTING
6.1
SSPEC40
Street and Pathway Lighting
(includes subgrade preparation for
bases)
LS
1
LS
1
TOTAL SECTION 6 – STREET AND PATHWAY LIGHTING
SECTION 7– TRAFFIC SIGNALS
7.1
SSPEC40
Traffic Signals
(includes subgrade preparation for
bases)
TOTAL SECTION 7 – TRAFFIC SIGNALS
SECTION 8 – CITY OF NEW WESTMINSTER UNDERGROUND ELECTRIC DISTRIBUTION
STRUCTURES (MATERIAL EXCEPT CONDUITS SUPPLIED BY CNW)
8.1
SSPEC41
(Scope 4.1)
Installation precast 12kV switchgear
pads
8.2
SSPEC41
(Scope 4.1)
Installation of 832 junction boxes
8.3
SSPEC41
(Scope 4.1)
Installation of 1232 junction boxes
8.4
SSPEC41
(Scope 4.1)
8.5
Ea
3
Ea
8
Ea
7
Installation of 1Ø LPT fibreglass
pyramid pads
Ea
7
SSPEC41
(Scope 4.1)
Installation of 332 service boxes (1 MH
lid, 2 square lids)
Ea
3
8.6
SSPEC41
(Scope 4.1)
Installation of mall 675mm diameter
service boxes
Ea
18
8.7
SSPEC41
(Scope 4.1)
Installation of all grounding materials
(at Switching kiosk, junction vault, pull
box, service box & LPT, etc.)
Ea
46
SSPEC41
(Scope 4.1)
Installation of Pilasters
Ea
17
8.8
MMCD 2009 Edition
Reference No. NWIT-15-09
FT Page 26
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
Unit
Quantity Unit Price
($)
8.9
SSPEC41
(Scope 4.2)
Supply and Install 75mm DB2 conduits
encased in concrete
Lm
558
8.10
SSPEC41
(Scope 4.2)
Supply and Install 100mm DB2
conduits encased in concrete
Lm
558
8.11
SSPEC41
(Scope 4.2)
Supply and Install 125mm DB2
conduits encased in concrete
Lm
744
8.12
SSPEC41
(Scope 4.2)
Supply and Install 75mm DB2 conduits
in common trenches and sand
Lm
2010
8.13
SSPEC41
(Scope 4.2)
Supply and Install 100mm DB2
conduits in common trenches and sand
Lm
4020
8.14
SSPEC41
(Scope 4.2)
Supply and Install 125mm DB2
conduits in common trenches and sand
Lm
4020
Amount
($)
TOTAL SECTION 8 – CITY OF NEW WESTMINSTER UNDERGROUND ELECTRIC
DISTRIBUTION STRUCTURES (MATERIAL EXCEPT CONDUITS SUPPLIED BY CNW)
SECTION 9 – SHAW STRUCTURES AND UNDERGROUND INSTALLATION (MATERIALS
SUPPLIED BY SHAW)
9.1
9.2
SSPEC42
SSPEC42
Install Various size DB2 Ducts c/w
Fittings & Bends (pick-up at Corix
Water Products) branches concrete
encased. (pay item includes trench work
and concrete encasement)
Lm
720
Install Various size DB2 Ducts c/w
Fittings & Bends (supplied by Corix
Water Products) in common trenches
and on sand. (pay item includes Trench
Work allocated for Shaw Conduits
shown on Dwg T-002)
Lm
2880
9.3
SSPEC42
Install Service Vaults (1.5m) – (pick up
at AE Concrete)
Ea
9
9.4
SSPEC42
Install SB 5686 Service Boxes (Pull
Boxes) – (pick up at AE Concrete)
Ea
33
9.5
SSPEC42
Install #4828 Pedestals – (pick up at AE
Concrete)
Ea
6
TOTAL SECTION 9 – SHAW STRUCTURES AND UNDERGROUND INSTALLATION
(MATERIALS SUPPLIED BY SHAW)
MMCD 2009 Edition
Reference No. NWIT-15-09
FT Page 27
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
Unit
Quantity Unit Price
($)
Amount
($)
SECTION 10 – SPARE DUCTS UNDERGROUND INSTALLATION (SUPPLY AND INSTALL)
10.1
SSPEC43
Install 100mm DB2 Duct c/w bends &
fittings if necessary in common trenches
and on sand (pay item includes Trench
Work allocated for Spare Conduits
shown on Dwg T-002)
Lm
1920
TOTAL SECTION 10 – SPARE DUCTS UNDERGROUND INSTALLATION (SUPPLY AND
INSTALL)
SECTION 11 – UTILITIES – WATERWORKS –CNW (“PHASE 3”) – OPTIONAL
11.0.0
33 11 01
Waterworks – Phase 3
11.1.1
1.8.1, 1.8.2,
SSPEC45
Watermain DI
150mm diameter – Cl 52 Wall
Thickness, All Depths, Typical MMCD
G4 Imported Backfill, polyethylene
encased with joint-wrapping
Lm
17
1.8.1, 1.8.2,
SSPEC45,
SSPEC47
Watermain DI
150mm diameter – Cl 52 Wall
Thickness, All Depths, LWG Backfill,
polyethylene encased with jointwrapping
Lm
40
1.8.1, 1.8.2,
SSPEC45
Watermain DI
200mm diameter – Cl 52 Wall
Thickness, All Depths, Typical MMCD
G4 Imported Backfill, polyethylene
encased with joint-wrapping
Lm
4
1.8.1, 1.8.2,
SSPEC45,
SSPEC47
Watermain DI
200mm diameter – Cl 52 Wall
Thickness, All Depths, LWG Backfill,
polyethylene encased with jointwrapping with joint-wrapping
Lm
9
1.8.1, 1.8.2,
SSPEC45
Watermain DI
250mm diameter – Cl 52 Wall
Thickness, All Depths, Typical MMCD
G4 Imported Backfill, polyethylene
encased with joint-wrapping
Lm
204
11.1.2
11.1.3
11.1.4
11.1.5
MMCD 2009 Edition
Reference No. NWIT-15-09
FT Page 28
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
Unit
11.1.6
1.8.1, 1.8.2,
SSPEC45,
SSPEC47
Watermain DI
250mm diameter – Cl 52 Wall
Thickness, All Depths, LWG Backfill,
polyethylene encased with jointwrapping
Lm
500
1.8.1, 1.8.2,
SSPEC45
Watermain DI
300mm diameter – Cl 52 Wall
Thickness, All Depths, Typical MMCD
G4 Imported Backfill, polyethylene
encased with joint-wrapping
Lm
12
In-line Gate Valves
150mm TYT-FL, installation per CNW
DWG SDW-1
Ea
4
In-line Gate Valves
200mm TYT-FL, installation per CNW
DWG SDW-1
Ea
2
In-line Gate Valves
200mm TYT-TYT, installation per
CNW DWG SDW-1
Ea
1
In-line Gate Valves
250mm TYT-FL, installation per CNW
DWG SDW-1
Ea
14
In-line Gate Valves
300mm TYT-FL, installation per CNW
DWG SDW-1
Ea
3
Cross
250mm FL X 150mm FLX 250mm
FLX 150mm FL Ductile Iron Pressure
Rating 350 psi
Ea
1
Tee
250mm FL X 150mm TYT X 250mm
FL Ductile Iron Pressure Rating 350 psi
Ea
7
Tee
250mm FL X 200mm TYT X 250mm
FL Ductile Iron Pressure Rating 350 psi
Ea
2
Tee
250mm FL X 250mm TYT X 250mm
FL Ductile Iron Pressure Rating 350 psi
Ea
3
Tee
300mm FL X 250mm TYT X 300mm
FL Ductile Iron Pressure Rating 350 psi
Ea
1
11.1.7
11.1.8
11.1.9
11.1.10
11.1.11
11.1.12
11.1.13
11.114
11.1.15
11.1.16
11.1.17
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
MMCD 2009 Edition
Quantity Unit Price
($)
Amount
($)
Reference No. NWIT-15-09
FT Page 29
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
11.1.17.1 1.8.3
11.1.18
11.1.19
11.1.20
11.1.21
11.1.22
11.1.23
11.1.24
11.1.25
11.1.26
11.1.27
11.1.28
11.1.29
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
1.8.3
MMCD 2009 Edition
Description
Unit
Quantity Unit Price
($)
Bend
150mm TYT-TYT 11.25 Degree
Ductile Iron Pressure Rating 350 psi
Ea
1
Bend
150mm TYT-TYT 22.5 Degree
Ductile Iron Pressure Rating 350 psi
Ea
3
Bend
150mm TYT-TYT 45 Degree
Ductile Iron Pressure Rating 350 psi
Ea
2
Bend
200mm TYT-TYT 45 Degree
Ductile Iron Pressure Rating 350 psi
Ea
2
Bend
250mm TYT-TYT 11.25 Degree
Ductile Iron Pressure Rating 350 psi
Ea
5
Bend
250mm TYT-TYT 22.5 Degree
Ductile Iron Pressure Rating 350 psi
Ea
0
Bend
250mm TYT-TYT 45 Degree
Ductile Iron Pressure Rating 350 psi
Ea
11
Bend
300mm TYT-TYT 45 Degree
Ductile Iron Pressure Rating 350 psi
Ea
1
Reducer
250mm TYT X 200mm TYT
Ductile Iron Pressure Rating 350 psi
Ea
1
Cap
250mm diameter
Ductile Iron Pressure Rating 350 psi
Ea
1
Cap
300mm diameter
Ductile Iron Pressure Rating 350 psi
Ea
1
Mechanical Couplings
150mm DI x DI
Ductile Iron Pressure Rating 350 psi
Ea
4
Mechanical Couplings
200mm DI x DI
Ductile Iron Pressure Rating 350 psi
Ea
1
Amount
($)
Reference No. NWIT-15-09
FT Page 30
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
11.1.30
11.1.31
11.1.32
11.1.33
MMCD Ref.
Description
1.8.3
Mechanical Couplings
250mm DI x DI
Ductile Iron Pressure Rating 350 psi
Ea
1
Water Service Connections
New 19mm diameter connect to new DI
w/m
Ea
31
Water Service Connections
Extend existing 19mm diameter to new
DI W/M
Ea
4
Water Service Connections
Extend existing 50mm diameter to new
DI W/M
Ea
2
SSPEC24
SSPEC24
SSPEC24
Unit
Quantity Unit Price
($)
11.1.34
1.8.5
Test Point
per Standard Drawing W5
Ea
7
11.1.35
1.8.14S
Hydrant Assembly c/w Vertical Bends
& Gate Valve per Standard Drawing
W4
Ea
3
11.1.36
SSPEC25
Concrete Thrust Blocks
Cu.m
30
11.1.37
1.8.13
Watermain Tie-In
Pipe work by Contractor
Ea
7
11.1.38
SSPEC9
Removal of existing watermains,
fittings and appurtenances
note
11.1.39
SSPEC26
Cutting, capping and abandonment of
existing watermains and valves
note
11.1.40
SSPEC46
Loading & Transport of suspect
Hazardous Waste (HW/SHW) soils,
Phase 3 – CNW Sta. -0+040 to -0+750
Tonnes
710
Temporary onsite storage, Loading &
Transport of suspect Waste (IL+) soils,
Phase 3 – CNW Sta. –0+040 to –0+750
Tonnes
310
Temporary onsite storage, Loading &
Transport of soils exceeding the Soil
Relocation Standards (SRNA+), Phase
3 – CNW Sta. –0+040 to –0+750
Tonnes
240
Temporary onsite storage, Loading &
Transport of soils below the Soil
Relocation Standards (SRNA-), Phase 3
– CNW Sta. –0+040 to –0+750
Tonnes
990
11.4.41A SSPEC46
11.4.41B SSPEC46
11.4.41C SSPEC46
11.4.42
MMCD 2009 Edition
Amount
($)
Not Used
Reference No. NWIT-15-09
FT Page 31
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
Description
Unit
Quantity Unit Price
($)
Amount
($)
TOTAL SECTION 11 – UTILITIES – WATERWORKS –CNW (“PHASE 3”) – OPTIONAL
SECTION 12 – METRO VANCOUVER QUE REPLACEMENT – “PHASE 2”
12.1.1
12.1.2
02507
SSPEC45,
SSPEC47
Watermain DI
600mm main – LWG Trench, Pressure
Class 350, with TR-Flex Joints,
polyethylene encased with jointwrapping and joint-bonding
Lm
918.6
02507
SSPEC45,
Watermain DI
600mm main – Typical MMCD G4
Trench, Pressure Class 350, with TRFlex Joints, polyethylene encased with
joint-wrapping and joint-bonding
Lm
393.7
12.1.3
11102
600mm Butterfly Valves
c/w concrete chamber
Ea
2
12.1.4
02507
Air Valve Assembly
c/w concrete chamber per detail
Ea
1
12.1.5
02507
Blowdown Assembly
c/w concrete chamber per detail
Ea
1
LS
1
12.1.6
Not Used
12.1.7
Not Used
12.1.8
Not Used
12.1.9
12.1.10
SSPEC45
SSPEC46
12.1.11A SSPEC46
12.1.11B SSPEC46
12.1.11C SSPEC46
MMCD 2009 Edition
Electrical Isolation Kits
(as per Reference Document –
Attachment 8)
Loading & Transport of suspect
Hazardous Waste (HW/SHW) soils,
Phase 2 – MV Sta. -0+040 to 1+267
Tonnes
120
Temporary onsite Storage, Loading &
Transport of suspect Waste (IL+) soils,
Phase 2 – MV Sta. -0+040 to 1+267
Tonnes
170
Temporary onsite Storage, Loading &
Transport of soils exceeding the Soil
Relocation Standards (SRNA+), Phase
2 – MV Sta. -0+040 to 1+267
Tonnes
120
Temporary onsite Storage, Loading &
Transport of soils below the Soil
Relocation Standards (SRNA-), Phase 2
– MV Sta. -0+040 to 1+267
Tonnes
970
Reference No. NWIT-15-09
FT Page 32
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
12.1.12
12.1.13
Description
Unit
Quantity Unit Price
($)
Amount
($)
Not used
01270, 02507 Mechanical Flowmeters c/w concrete
chamber
Ea
1
TOTAL SECTION 12 METRO VANCOUVER QUE REPLACEMENT – “PHASE 2”
SECTION 13 – METRO VANCOUVER QUE REPLACEMENT – “PHASE 3” – OPTIONAL
13.1.1
13.1.2
02507
SSPEC45,
SSPEC47
Watermain DI
600mm main LWG Trench, Pressure
Class 350 with TR-Flex Joints,
polyethylene encased with jointwrapping and joint-bonding
Lm
489.71
02507
SSPEC45
Watermain DI 600mm main
Typical MMCD G4 Trench, Pressure
Class 350 with TR-Flex Joints,
polyethylene encased with jointwrapping and joint-bonding
Lm
209.87
13.1.3
11102
600mm Butterfly Valves
c/w concrete chamber
Ea
1
13.1.4
02507
Air Valve Assembly
c/w concrete chamber
Ea
1
13.1.5
02507
Blowdown Assembly
c/w concrete chamber
Ea
1
Ea
1
LS
1
13.1.6
13.1.7
13.1.8
13.1.9
Not used.
01270,
450mm Magnetic Flowmeter &
02507,
Chamber
16010,
16060,
16105,
16106,
16107,
16108,
16124,
16905,
16911,
16916, 16991
SSPEC45
SSPEC46
MMCD 2009 Edition
Electrical Isolation Kits
(as per Reference Document –
Attachment 8
Loading & Transport of suspect
Hazardous Waste (HW/SHW) soils,
Phase 3 – MV Sta. -0+720 to –0+040
Tonnes
780
Reference No. NWIT-15-09
FT Page 33
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
Item
MMCD Ref.
13.1.10A SSPEC46
13.1.10B SSPEC46
13.1.10C SSPEC46
13.1.11
13.1.12
13.1.13
Description
Unit
Quantity Unit Price
($)
Temporary onsite storage, Loading &
Transport of suspect Waste (IL+) soils,
Phase 3 – MV Sta. –0+720 to -0+040
Tonnes
360
Temporary onsite storage, Loading &
Transport of soils exceeding the Soil
Relocation Standards (SRNA+), Phase
3 – MV Sta. –0+720 to -0+040
Tonnes
220
Temporary onsite storage, Loading &
Transport of soils below the Soil
Relocation Standards (SRNA-), Phase 3
– MV Sta. –0+720 to -0+040
Tonnes
1130
Amount
($)
Not used.
01270, 02507 300mm Magnetic Flowmeter &
16010,
Chamber
16060,
16105,
16106,
16107,
16108,
16124,
16905,
16911,
16916, 16991
02507
SSPEC45,
SSPEC47
Watermain DI
450mm main LWG Trench, Pressure
Class 350 with TR-Flex Joints,
polyethylene encased with jointwrapping and joint-bonding
Ea
1
Lm
10
TOTAL SECTION 13 METRO VANCOUVER QUE REPLACEMENT – “PHASE 3”OPTIONAL
MMCD 2009 Edition
Reference No. NWIT-15-09
FT Page 36
FORM OF TENDER – Appendix 1- Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
(See paragraph 5.3.1 of the MMCD Instructions to Tenderers – Part II)
(All prices and Quotations including the Contract Price shall include all Taxes,
but shall not include GST. GST shall be shown separately.)
TENDER SUMMARY – PART I
ITEM
DESCRIPTION
SECTION 1
GENERAL
$
SECTION 2
CONCRETE
$
SECTION 3
EARTHWORKS
$
SECTION 4
ROADS AND SITE IMPROVEMENTS
$
SECTION 5A
UTILITIES
$
SECTION 6
STREET LIGHTING
$
SECTION 7
TRAFFIC SIGNALS
$
SECTION 8
CNW UNDERGROUND ELECTRICAL
$
SECTION 9
SHAW – STRUCTURE AND DUCT
INSTALLATION
$
SECTION 10
SPARE DUCTS SUPPLY AND INSTALLATION
$
SECTION 12
METRO VANCOUVER QUE MAIN
REPLACEMENT – “PHASE 2”)
$
SUB TOTAL
$
5% GST
$
TOTAL PRICE OF PART I
$
MMCD 2009 Edition
TOTAL AMOUNT
Reference No. NWIT-15-09
FT Page 37
FORM OF TENDER – Appendix 1 – Addendum #3
SCHEDULE OF QUANTITIES AND PRICES
TENDER SUMMARY – PART II – OPTIONAL
ITEM
DESCRIPTION
TOTAL AMOUNT
SECTION 5B
UTILITIES – SANITARY FM PHASE 2B –
OPTIONAL
$
SECTION 11
UTILITIES – PART 2 (WATERWORKS
“PHASE 3”) – OPTIONAL
$
SECTION 13
METRO VANCOUVER QUE MAIN
REPLACEMENT – “PHASE 3”) – OPTIONAL
$
SUB TOTAL
$
5% GST
$
TOTAL PRICE OF PART II
$
PART I
$
PART II
$
TOTAL AMOUNT OF TENDER
$
SUMMARY:
MMCD 2009 Edition
Reference No. NWIT-15-09