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					FORM OF TENDER                                                                           Revised as Per Addendum No. 2
                                                                                                          March 8, 2010
                                                                                                                   FT-3
                            SCHEDULE OF ITEMS AND PRICES

PART A - ROADWORKS

Item Spec.                                                     Estimated
           Description                                 Unit                Unit Price   Total Price
 No. No.                                                       Quantity
 A1 201 Clearing and Grubbing
      SR a) 100mm dia. to 399mm dia.                   each       5
      SP b) 400mm dia. to 699mm dia.                   each       1
           c) 700mm dia. and greater                   each       1
 A2 180 Earth Excavation and Grading (Roadway)
      206 a) Excavate and dispose Normally              m3       3500
      SR b) Excavate and reuse as Granular B
                                                        m3        0
      SP                                                 3
           c) Excavate and reuse as Granular C           m        500
          d) Excavate and dump as Cover                tonne     5000
          e) Excavate and dump as Waste                tonne     1000
 A3   510 Sawcut Pavement
      SR                                                m        375
 A4   510 Remove and Dispose of Pavement
      SR a) Asphalt (all depths)                        m2      10250
            b) Concrete Pavement (Driveways)             2
                                                        m        100
 A5   510   Remove and Salvage Interlocking Concrete
      SR    Pavers
      SP                                                m2        70
 A6   510   Remove and Dispose of Concrete Sidewalk
      SR                                                m2       2330
 A7   510   Remove and Dispose of Concrete Curb and
      SR    Gutter                                      m        330
 A8   510   Remove, Salvage and Reinstate Fencing
      SR    a) 1.5m Chain Link Fence                    m         20
            b) 1.8m Wood Board Fence                    m         25
 A9   510   Remove and Dispose of Existing Catch
      SR    Basins (all types)                         each       32
A10   314   Supply, Place and Maintain Temporary
      SR    Granular A for Maintenance of Pedestrian
            and Vehicular Access                       tonne     4000
A11   314   Supply, Place, Grade and Compact
      SR    Granular B (Select)                        tonne    10000
A12   314   Supply, Place, Grade and Compact
      SR    Granular A (roadway, sidewalks and
            driveways)                                 tonne     5500
A13   353   Supply and Place Concrete Curb and
      SR    Gutter
            a) Roadway Curb and Gutter                  m        2100
            b) Driveway Curb                            m         40
A14   353   Supply and Place Concrete Curb Setback
      SR    a) 2010                                    each       4
            b) 2011 Prior to Surface Asphalt           each       20
FORM OF TENDER                                                                          Revised as Per Addendum No. 2
                                                                                                         March 8, 2010
                                                                                                                  FT-4
                            SCHEDULE OF ITEMS AND PRICES

PART A - ROADWORKS

Item Spec.                                                    Estimated
           Description                                Unit                Unit Price   Total Price
 No. No.                                                      Quantity
 A1 352
A15 201 Construct Cast-in-Place Concrete Steps        each
      SR
      SP                                              riser      10
      SP
A16 351 Supply and Place Concrete Sidewalk
      SR a) 100mm thick concrete                       m2       2530
           b) 150mm thick concrete                       2
                                                       m        250
            c) 150mm thick concrete with wire mesh     m2        50
A17   355 Install Salvaged Interlocking Concrete
      SP Pavers (including 25mm dust and chip
          leveling course)                             m2        50
A18   506 Supply and Place Dust Control
      SR a) Calcium Chloride (40 kg bags)             each      400
          b) Water                                       3
                                                    m           500
A19   310 Supply and Place Hot Mix HL8 (including
      SR  AC and temporary catchbasin setbacks)   tonne         1600
A20   310 Supply and Place Asphalt Driveway
      SR  a) Residential (50mm HL3 HMA)             m2          1500
          b) Commercial (50mm HL8 and 40mm
          HL3 HMA)                                  m2          250
A21   351 Supply and Place Concrete Driveway
      SR 150mm thick                                m2          100
A22   SGC Traffic Control and Signing
       SP                                             L.S.      100%
A23   310 Tack Coat Prior to Surface Course Asphalt
       SR a) 2010                                      m2       500
            b) 2011                                      2
                                                       m       10000
A24   510 Asphalt Removal Partial Depth
      SR a) 2010                                       m2        40
          b) 2011                                        2
                                                       m        125
A25   310 Supply and Place Hot Mix HL3 Surface
      SR Asphalt (including AC)
          a) Placed in 2010 (Emery Street)            tonne     50
          b) Placed in 2011                           tonne     900
A26   532 Supply and Place Pavement Markings
      SR Durable (2011)
          a) 100mm (solid and broken) Lane Lines       m        180
          b) 150mm (solid) Pedestrian Crossings        m        300
          c) 300mm Stop Bars                           m        75
A27   570 Supply and Place Topsoil (min. 100mm
      SR thickness)                                    m2       4500
A28   571 Supply and Place Sod (including water)
      SR                                               m2       4500
FORM OF TENDER                                                                         Revised as Per Addendum No. 2
                                                                                                        March 8, 2010
                                                                                                                 FT-5
                            SCHEDULE OF ITEMS AND PRICES

PART A - ROADWORKS

Item Spec.                                                   Estimated
           Description                                Unit               Unit Price   Total Price
 No. No.                                                     Quantity
 A1 408
 A29 201 Rebuilding Maintenance Holes
      SR
      SW a) Remove and Dispose of Existing Frame
      SP and Grate, Supply and Install New Frame
           and Grate to Grade                         each      5
           b) Excavate, Remove and Dispose Existing
           Top Section and Supply and Install New
           Riser, Flat Cap and Frame and Grate to
           Grade                                      each      5
 A30 408 Adjust Manholes to Final Grade (2011)
      SW                                              each      32
 A31 408 Adjust Catchbasins to Final Grade (2011)
      SW                                              each      34
 A32 408 Adjust Valve Boxes to Final Grade (2011)
      SW                                              each      15
TOTAL - PART A (Carry Forward to Page FT-16)
FORM OF TENDER                                                                       Revised as Per Addendum No. 2
                                                                                                      March 8, 2010
                                                                                                               FT-6
                                SCHEDULE OF ITEMS AND PRICES

PART B - SANITARY SEWERS AND APPURTENANCES

                                                    Average
                                                     Depth
                                                    Between
Item Spec.                                                            Estimated
           Description                               Invert    Unit               Unit Price   Total Price
 No. No.                                                              Quantity
                                                      and
                                                    Finished
                                                     Grade
 B1   409 Supply and Install 300mm dia. PVC
      410 Sanitary Sewer CSA B182.2 (SDR35)
      SW a) Exist. MH605A - MH609 (Type 2
          Bedding)                                    4.9       m       98.2
          b) MH609 - MH616 (Type 2 Bedding)           7.0       m       99.7
 B2   409 Supply and Install 250mm dia. PVC
      410 Sanitary Sewer CSA B182.2 (SDR35)
      SW MH616 - MH616B (Type 2 Bedding)              6.9       m       15.0
 B3   409 Supply and Install 200mm dia. PVC
      410 Sanitary Sewer CSA B182.2 (SDR35)
      SW a) MH609 - MH609A (Type 2 Bedding)           4.9       m        15.0
          b) MH609 - MH610 (Type 2 Bedding)           4.8       m        67.0
          c) MH609 - MH610 (Concrete Encased)         4.5       m        18.0
          d) MH610 - MH611 (Type 2 Bedding)           5.6       m        85.0
          e) MH611 - MH612 (Type 2 Bedding)           4.6       m        70.9
          f) MH612 - MH612A (Type 1 Bedding)          3.5       m         6.8
          g) MH612 - MH613 (Type 1 Bedding)           3.2       m        19.1
          h) MH616 - MH616A (Type 1 Bedding)          4.1       m        12.0
          i) MH616 - MH624 (Type 1 Bedding)           4.1       m        85.7
          j) MH624 - MH626 (Type 1 Bedding)           3.8       m        72.4
          k) MH626 - MH626A (Type 1 Bedding)          3.5       m        10.3
          l) MH626 - MH631 (Type 1 Bedding)           3.7       m       100.6
          m) Exist. MHOS1686 - MH701 (Type 1
          Bedding)                                    4.1       m       61.9
          n) MH701 - MH702 (Type 1 Bedding)           3.3       m       59.1
          o) MH702 - MH703 (Type 1 Bedding)           3.4       m       72.9
 B4   407 Supply and Install 1200mm dia. Precast
      SW Maintenance Holes (including benching,
          frame and cover)
          a) MH609 (including drop structures and
          safety landing)                             6.6      each      1
          b) MH609A (including drop structure and
          connection to existing sewer)               4.9      each      1
          c) MH610 (including safety landing)         5.1      each      1
          d) MH611 (including safety landing)         5.4      each      1
          e) MH612                                    3.4      each      1
          f) MH612A (including connection to
          existing sewer)                             3.5      each      1
FORM OF TENDER                                                                          Revised as Per Addendum No. 2
                                                                                                         March 8, 2010
 B4   407                                                                                                         FT-7
      SW                          SCHEDULE OF ITEMS AND PRICES

PART B - SANITARY SEWERS AND APPURTENANCES

                                                       Average
                                                        Depth
                                                       Between
Item Spec.                                                               Estimated
           Description                                  Invert    Unit               Unit Price   Total Price
 No. No.                                                                 Quantity
                                                         and
                                                       Finished
                                                        Grade
 B1   409 g) MH613                                        3.0     each      1
      410 h) MH616 (including drop structures and
      SW safety landing)                                 7.0      each      1
          i) MH616A (including drop structure and
          connection to existing sewer)                  4.1      each      1
          j) MH616B (including drop structure,
          connection to existing sewer and safety
          landing)                                       6.9      each      1
          k) MH624                                       4.0      each      1
          l) MH626 (including connection to
          existing sewer)                                3.6      each      1
          m) MH626A (including connection to
          existing sewer and drop structure)             3.4      each      1
          n) MH631                                       4.1      each      1
          o) MH701                                       3.6      each      1
          p) MH702 (including connection to
          existing sewers)                               3.6      each      1
          q) MH703                                       3.4      each      1
 B5   410 Supply and Install Sanitary PDC (SDR28)
      SW PVC Pipe with Type 1 Bedding from main
      SP sewer to existing PDC, including
          excavation, dewatering, sweeps, couplings,
          cap at reserve locations, backfill,
          compaction, and connection to existing
          service, complete.
          a) 100mm dia. to 2m behind curb                          m       100
          b) 100mm dia. to Property Line                           m        50
          c) 150mm dia. to 2m behind curb                          m       650
          d) 150mm dia. to Property Line                           m       120
 B6   410 Supply and Install PDC Bedding (19mm
      SW crushed stone)
      SP                                                           m       200
 B7   410 Supply and Install 150mm PDC (SDR26)
      SW PVC Vertical Riser Including Connection
      SP Tee (SDR26) at Sanitary Sewer
          a) 150mm at 200mm sewer                                 each      20
          b) 150mm at 300mm sewer                                 each      10
FORM OF TENDER                                                                        Revised as Per Addendum No. 2
                                                                                                       March 8, 2010
                                                                                                                FT-8
                                 SCHEDULE OF ITEMS AND PRICES

PART B - SANITARY SEWERS AND APPURTENANCES

                                                     Average
                                                      Depth
                                                     Between
Item Spec.                                                             Estimated
           Description                                Invert    Unit               Unit Price   Total Price
 No. No.                                                               Quantity
                                                       and
                                                     Finished
                                                      Grade
 B1
 B8  409 Supply and Install PDC Connection at
     410
     410 Sanitary Sewer
     SW
     SW a) 150mm at 200mm sewer
     SP                                                         each      57
          b) 150mm at 300mm sewer                               each      6
          c) 150mm x 100mm Reducer (Provisional)                each      40
 B9 410 Supply and Install 150mm dia. PDC
     SW Cleanout as Directed by the Contract
          Administrator
          a) With Threaded PVC Cap                              each      35
          b) With Cast Iron Lid - Cleanout Box for
          Driveway and Sidewalk Locations                       each      20
 B10 407 Break into Existing MH OS1686 and
          Connect Sewer (including connection to
          existing drop structure)                              each      1
 B11 410 Install Sanitary PDC by Trenchless
     450 Methods
     SW a) 100mm dia.                                           each      3
     SP b) 150mm dia.                                           each      3
 B12      Construct Trench by Vacuum Excavation
          Method including Disposal (Provisional)               hrs       20
 B13 SP Remove, Dispose and Transport Asbestos
          Cement Materials (Provisional)                         m        40
 B14 510 Remove and Dispose of Existing Sanitary
     SR Sewers                                                   m       945
 B15 510 Remove and Dispose of Existing Sanitary
     SR Manholes                                                each      15
 B16 409 Video Inspection and Deflection Testing
     SW                                                          m       960
TOTAL - PART B (Carry Forward to Page FT-16)
FORM OF TENDER                                                                       Revised as Per Addendum No. 2
                                                                                                      March 8, 2010
                                                                                                               FT-9
                                SCHEDULE OF ITEMS AND PRICES

PART C - STORM SEWERS AND APPURTENANCES

                                                    Average
                                                     Depth
                                                    Between
Item Spec.                                                            Estimated
           Description                               Invert    Unit               Unit Price   Total Price
 No. No.                                                              Quantity
                                                      and
                                                    Finished
                                                     Grade
 C1   409 Supply and Install 525mm dia. Concrete
      410 Storm Sewer CL 65D
      SW a) MH210 - MH211 (Class B2 Bedding)          3.4       m       68.7
          b) MH210 - MH211 (Concrete Encased)         3.1       m       22.0
 C2   409 Supply and Install 450mm dia. PVC Storm
      410 Sewer CSA 182.2 (SDR35)
          a) MH211 - MH212 (Type 1 Bedding)           4.2       m       85.0
 C3   409 Supply and Install 375mm dia. PVC Storm
      410 Sewer CSA 182.2 (SDR35)
          a) MH210 - MH210A (Type 1 Bedding)          3.3       m       10.0
          b) MH212 - MH213 (Type 1 Bedding)           3.0       m       90.0
          c) MH3C0027 - MH2000 (Type 1
          Bedding)                                    2.4       m       64.0
 C4   409 Supply and Install 300mm dia. PVC Storm
      410 Sewer CSA 182.2 (SDR35)
          a) Exist. MH3C0065 - MH233 (Type 1
          Bedding                                     2.4       m       96.3
          b) Exist MH3C0066 - MH1100 (Type 1
          Bedding)                                    2.6       m       13.4
          c) MH2000 - MH2001 (Type 1 Bedding)         2.6       m       59.0
 C5   409 Supply and Install 200mm dia. PVC Storm
      410 Sewer CSA 182.2 (SDR35) including
          connection to existing tiles (Type 1
          Bedding)                                    2.0       m       25.0
 C6   407 Supply and Install 1500mm dia. Precast
      SW Maintenance Hole (including benching,
          frame and cover)
          MH210 (including connection to existing
          sewers)                                     3.8      each      1
 C7   407 Supply and Install 1200mm dia. Precast
      SW Maintenance Holes (including benching,
          frame and cover)
          a) MH210A (including connection to
          existing sewers)                            3.3      each      1
          b) MH211                                    3.7      each      1
          c) MH212                                    4.1      each      1
          d) MH213                                    2.0      each      1
          e) MH233                                    2.8      each      1
FORM OF TENDER                                                                           Revised as Per Addendum No. 2
                                                                                                          March 8, 2010
                                                                                                                 FT-10
                                   SCHEDULE OF ITEMS AND PRICES

 C7   407
PART C - STORM SEWERS AND APPURTENANCES
      SW
                                                        Average
                                                         Depth
                                                        Between
Item Spec.                                                                Estimated
           Description                                   Invert    Unit               Unit Price   Total Price
 No. No.                                                                  Quantity
                                                          and
                                                        Finished
                                                         Grade
 C1    409 f) MH1000 (including connection to
       410 existing sewer)                                3.5      each      1
       SW g) MH1100                                       2.6      each      1
           h) MH1200 (including connection to
           existing sewer)                                2.5      each      1
           i) MH2000                                      2.4      each      1
           j) MH2001                                      2.4      each      1
 C8    410 Supply and Install 150mm Storm PDC
       SW (SDR28) PVC at Trench Crossings                           m        20
 C9    410 Supply and Install Storm PDC (SDR28)
       SW PVC Pipe with Type 1 Bedding from main
       SP sewer to existing PDC, including
           excavation, dewatering, sweeps, couplings,
           cap at reserve locations, backfill,
           compaction, and connection to existing
           service, complete.
           a) 150mm dia. to 2m behind curb                          m        75
           b) 150mm dia. to Property Line                           m        25
 C10   410 Supply and Install PDC Connection at
       SW Existing Storm Sewer
       SP                                                          each      6
 C11   410 Supply and Install PDC Connection at New
       SW Storm Sewer
       SP a) 150mm at 525mm sewer                                  each      3
           b) 150mm at 450mm sewer                                 each      3
           c) 150mm at 375mm sewer                                 each      3
           d) 150mm at 300mm sewer                                 each      3
           e) 150mm x 100mm Reducer (Provisional)                  each      3
 C12   410 Supply and Install 150mm dia. PDC
       SW Cleanout as Directed by the Contract
           Administrator
           a) With Threaded PVC Cap                                each      5
           b) With Cast Iron Lid - Cleanout Box for
           Driveway and Sidewalk Locations                         each      5
 C13   407 Break into Existing MH and Connect
           Sewer
           a) STMH 3C0027                                          each      1
           b) STMH 3C0065                                          each      1
           c) STMH 3C0066                                          each      1
FORM OF TENDER                                                                          Revised as Per Addendum No. 2
                                                                                                         March 8, 2010
                                                                                                                FT-11
                                    SCHEDULE OF ITEMS AND PRICES

PART C - STORM SEWERS AND APPURTENANCES

                                                       Average
                                                        Depth
                                                       Between
Item Spec.                                                               Estimated
           Description                                  Invert    Unit               Unit Price   Total Price
 No. No.                                                                 Quantity
                                                         and
                                                       Finished
                                                        Grade
 C1
 C14   409   Construct Trench by Vacuum Excavation
       410   Method including Disposal (Provisional)              hrs       20
 C15   SW
       409   Video Inspection and Deflection Testing
       SW                                                          m       510
 C16   504 Sewer Video Inspection for Existing Storm
       SW  Sewer
           a) Prior to Construction                                m       960
           b) Post-Construction                                    m       960
 C17   510 Existing Storm Sewers and CB Leads
       SR a) Remove and Dispose                                    m       720
           b) Grout                                                 3
                                                                  m         15
 C18 SR Supply and Install Manufactured Plug for
          Existing Catchbasin lead at Sewer                       each      15
 C19 410 Supply and Install 600 x 600mm Catch
     SW Basin (including frame and grate and 6.0m
          of 150mm subdrain)                                      each      15
 C20 407 Supply and Install 600 x 840mm Precast
     SW Concrete Curb Inlet Catch Basins
          (including back arch, frame and grate, and
          6.0m of 150mm subdrain)                                 each      22
 C21 410 Supply and Install 600 x 600mm 3:1 Ditch
     SW Inlet Catch Basin (including galvanized
          grate)                                                  each      1
 C22 410 Supply and Install 250mm PVC (SDR35)
     SW Catch Basin Leads CSA B182.2                               m       190
 C23 410 Supply and Install CB Lead Connection at
     SW Existing Storm Sewer or MH                                each      20
 C24 510 Remove and Dispose of Existing Storm
     SR Manholes                                                  each      8
TOTAL - PART C (Carry Forward to Page FT-16)
FORM OF TENDER                                                                        Revised as Per Addendum No. 2
                                                                                                       March 8, 2010
                                                                                                              FT-12
                            SCHEDULE OF ITEMS AND PRICES

PART D - WATERMAINS

Item Spec.                                                  Estimated
                          Description                Unit               Unit Price   Total Price
 No. No.                                                    Quantity
 D1 701 Supply and Install 300mm dia. Watermain
      SW complete with Factory Installed End Caps
      SP Emery Street West                            m        6
 D2 701 Supply and Install 200mm dia. Watermain
      SW complete with Factory Installed End Caps
      SP
           a) MacKay Avenue                           m       595
           b) Briscoe Street West                     m        8
           c) Langarth Street                         m       12
           d) Trenchless (Provisional)                m       10
 D3 701 Supply and Install 150mm dia. Watermain
      SW complete with Factory Installed End Caps
      SP
           a) MacKay Avenue                           m       130
           b) Cliftonvale Avenue                      m       182
           c) Tecumseh Avenue West                    m       20
           d) Forbes Street                           m        7
           e) Briscoe Street West                     m       18
           f) Trenchless (Provisional)                m       30
 D4 701 Supply and Install 100mm dia. Watermain
      SW complete with Factory Installed End Caps
      SP Cliftonvale Avenue                           m        28
 D5 701 Supply and Install 50mm dia. Watermain
      SW complete with Factory Installed End Caps
      SP Cliftonvale Avenue                           m        53
 D6 701 Supply and Install 150mm dia. CL 51 DI
      SW Watermain AWWA C151 with Cement
      SP Mortar Lining and Polyethylene
           Encasement
           a) Cliftonvale Avenue                      m        2
           b) Tecumseh Avenue West                    m        12
           c) Forbes Street                           m        2
           d) Briscoe Street West                     m        2
           e) MacKay Avenue                           m        5
 D7 701 Supply and Install Valves (including boxes
      SW and rods)
           a) 200mm dia.                             each      6
           b) 150mm dia.                             each      8
 D8 701 Suppy and Install 50mm Watermain Blow-
      SW Off with Stop and Drain Valve (including
           boxes and rods)                           each      1
FORM OF TENDER                                                                         Revised as Per Addendum No. 2
                                                                                                        March 8, 2010
                                                                                                               FT-13
                            SCHEDULE OF ITEMS AND PRICES

PART D - WATERMAINS

Item Spec.                                                   Estimated
                         Description                  Unit               Unit Price   Total Price
 No. No.                                                     Quantity
 D1 701 Supply and Install Hydrant Set with
 D9
      SW 150mm Storz Connection (includes leads,
      SP valves, bends and risers)                    each      4
D10 701 Supply and Install Water Service
      SW Connection Pipe
      SP a) 20mm dia. (copper, open cut)               m       850
           b) 25mm dia. (copper, open cut)             m       10
           c) 50mm dia. (PEX, open cut)                m       15
           d) 20mm dia. (copper, Trenchless)
           Provisional                                 m        30
D11 701 Supply and Install Main Stop and Curb
      SW Stop with Box, Rod, Adjustment to Final
      SP Grade and Connection to Existing Service
           (all types)
           a) 20mm dia.                               each      84
           b) 25mm dia.                               each      1
           c) 50mm dia.                               each      1
D12 701 Watermain Connections
      SW a) 300mm dia.                                each      2
      SP b) 200mm dia.                                each      4
           c) 150mm dia.                              each      6
D13 701 Cut and Cap Existing Watermain
      SW a) 300mm dia.                                each      2
      SP b) 200mm dia.                                each      4
           c) 150mm dia.                              each      6
D14 493 Supply and Install Temporary By-Pass
      SW Watermain
      SP a) 100mm dia. Main                            m        360
           b) 50mm dia. Main                           m       1055
           c) 100mm dia. Backflow Preventer                      1
           d) 50mm dia. Backflow Preventer            each       4
           e) 100mm dia. Valve                        each       2
           f) 50mm dia. Valve                         each       9
           g) Service Connection (all types)          each      84
           h) Temporary Connection to Existing Fire
           Hydrants                                   each      4
           i) Temporary Connection to Existing Main
                                                      each      1
          j) Temporary Fire Hydrant                   each      6
D15   701 Swab, Chlorinate & Disinfect Watermain
      SW
      SP                                              L.S.     100%
FORM OF TENDER                                                                            Revised as Per Addendum No. 2
                                                                                                           March 8, 2010
                                                                                                                  FT-14
                              SCHEDULE OF ITEMS AND PRICES

PART D - WATERMAINS

Item Spec.                                                      Estimated
                            Description                  Unit               Unit Price   Total Price
 No. No.                                                        Quantity
 D1
 D16 701 Supply and Install Meter Pit Manufactured
      SW by Ford Meter Box Co. (Provisional)
      SP a) For 3/4" Service x 5/8" Meter
           Pit (Model No. PDBHC-244-18-60)
           including lid (Model No. W-32)                each      1
           b) For 1" Service x 1" Meter
           Pit (Model No. PDBHC-488-20-60)
           including lid (Model No. W-3)                 each      1
           c) For 2" Service x 2" Meter
           Pit (Model No. PDBHC-788-36HB-60)
           including lid (Model No. MC-36-MB)            each      1
 D17 701 Remove Existing Fire Hydrants
      SW
      SP                                                 each      1
 D18 510 Remove and Dispose of Existing
      SR Watermain and Appurtenances                      m       1075
 D19       Construct Trench by Vacuum Excavation
           Method including Disposal (Provisional)       hrs       20
 D20       Excavate and Expose Existing Watermain
           to Install Restrainer (Open Cut Excavation)   hrs       20
 D21 701 Supply and Install Restrainer for Existing
      SW Watermain (Provisional)
           a) 200mm dia.                                 each      8
           b) 150mm dia.                                 each      4
TOTAL - PART D (Carry Forward to Page FT-16)
FORM OF TENDER                                                                          Revised as Per Addendum No. 2
                                                                                                         March 8, 2010
                                                                                                                FT-15
                            SCHEDULE OF ITEMS AND PRICES

PART E - MISCELLANEOUS AND PROVISIONAL

Item Spec.                                                    Estimated
           Description                                Unit                Unit Price   Total Price
 No. No.                                                      Quantity
 E1        Supply 50% Performance Bond                L.S.      100%
 E2        Supply 50% Labour and Material Bond        L.S.      100%
 E3   GS Supply, Maintain and Remove Contract
           Administrator's Site Office                L.S.      100%
 E4   GS Install and Remove Project Signboards (4'
           x 8')                                      each       2
 E5        Supply, Install and Remove Temporary
           Signs for Local Business Access            Allow     100%      $1,500.00    $1,500.00
 E6   206 Earth Excavation below Subgrade
      SR Including Imported Granular C Backfill         t       500
 E7   206 Removal and Normal Disposal of
      SR Unsuitable Trench Foundation and Replace
           with Granular A                              t       500
 E8   206 Removal and Normal Disposal of
      SR Unsuitable Trench Foundation and Replace
           with Non-Shrink Backfill                    m3       150
 E9   514 Supply and Place Non-Shrink Backfill
      SW                                               m3       250
 E10 565 Barrier for Tree Protection Zone
      SP                                               L.S.     100%
 E11 577 Silt Fence Barrier                             m        190
 E12 SP Temporary Support of Hydro Poles              Allow     100%      $10,000.00   $10,000.00
 E13 SP Relocate, Supply, Install New Trees,
           Bushes, Shrubs and Hedges                  Allow     100%      $5,000.00    $5,000.00
 E14       Temporary Pavement Markings (Paint)          m        750
 E15 SP Power Sweep Adjacent Streets (as               hrs       50
 E16 SP directed)
           Tree Trimming/Prunning                      hrs       20
 E17 SP Additional Hauling and Disposal of
           Impacted Material
           a) as Cover                                  t      11000
           b) as Non-Hazardous Waste                    t       4000
 E18 514 Supply and Place Imported Granular C
      SW Backfill Including Normal Disposal of
           Excavated Material (Storm, San., Water)      t      35000
 E19 310 Asphalt Cement Payment Adjustment
      SR                                              Allow     100%      $15,000.00   $15,000.00
 E20       Landfill Tipping Fee for Asbestos Cement
           Materials                                  Allow     100%      $2,000.00    $2,000.00
 E21 SP Investigate Existing Sewers/PDC's
           a) Open Cut Excavation                     Allow     100%      $10,000.00   $10,000.00
           b) Flushing (incl. Removal and Disposal)   Allow     100%      $10,000.00   $10,000.00
           b) Video                                   Allow     100%       $5,000.00    $5,000.00
TOTAL - PART E (Carry Forward to Page FT-16)
FORM OF TENDER                                                      Revised as Per Addendum No. 2
                                                                                     March 8, 2010
                                                                                            FT-16
                                         SUMMARY
     PART A - Roadworks


     PART B - Sanitary Sewers and Appurtenances


     PART C - Storm Sewers and Appurtenances


     PART D - Watermains


     PART E - Miscellaneous and Provisional


           Total Tender Price




           Contingency Allowance                                                 $300,000.00




           SUB-TOTAL - CONTRACT PRICE




           G.S.T. (5% of Sub-Total - Contract Price)




           TOTAL CONTRACT PRICE
                                                       (carry to clause 3 Page FT-1)

				
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