ADDENDUM NO. 2 TO THE TENDER DOCUMENTS …and~RFPs/2013...Remove and Replace plan 2013-14 – Water...

N:\city\RMS\1000-1299 EQUIPMENT AND SUPPLIES\1220 Procurement - Tenders and Quotations\1220-20 Tenders and Quotations\2013\TENDERS\2013-TENDER-05 2013 CAPITAL WORKS\2013-Tender-05-Addendum 2\2013-Tender-05-Addendum 2.docx

of 1

ADDENDUM NO. 2 TO THE TENDER DOCUMENTS FOR

THE CORPORATION OF THE CITY OF PENTICTON 2013 Capital Works

2013-Tender-05

April 19, 2013 To All Tenderers: This Addendum is issued prior to the Tender Closing Date April 23, 2013, in accordance with the Tender Documents and shall be considered an integral part of the Contract Documents. Tenders submitted without this addendum will be considered incomplete. This addendum must be acknowledged in the Tender Form, Page FT-1, Item 1.1. Revised Schedule of Quantities and Prices

Revision to 33 11 01 Waterworks – Item 1.8.4 Water Service Reconnections – 19mm diam per Standard Drawing S-W2B

Remove and Replace plan 2013-14 – Water Main Installation – Typical Standard Details – Issue #4

END OF ADDENDUM NO. 2 Tyler Figgitt, A.Sc.T. Design Supervisor

Appendix 1

Schedule of Quantities and Prices

MMCD Standard Specifications

2013 Capital Works Page 1 of 4

Section Para Specification Title Unit Quantity Unit Price Amount01 55 00 Traffic Control, Vehicle Access and Parking

1.5.1S Traffic Control, Vehicle Access and Parking Lump Sum 1

1.5.2S Traffic Management Plan Lump Sum 1

26 42 13 Cathodic Protection System

1.8.1Cathodic Protection SystemDenso Tape Wrap (or approved Equal) as Noted on Contract Drawing (Kamloops Avenue Fittings & Valves)

Lump Sum 1

03 30 20 Concrete Walks, Curb And Gutter

1.4.3Machine Placed Curb & GutterBarrier Curb and Gutter

Lineal Metre

390

1.4.4Hand Formed Curb & GutterRolled Curb and Gutter

Lineal Metre

32

1.4.4Hand Formed Curb and GutterBarrier Curb and Gutter

Lineal Metre

160

1.4.5Concrete Walks, Infill Strips and WalkwaysIncluding ramps. Broom finish, 100mm thickness

Square Metre

684

1.4.6Driveway Crossings150 mm thickness, Broom finish

Square Metre

182

31 11 01 Clearing and Grubbing

1.4.1, 1.4.2 Clearing and GrubbingSquare Metre

160

31 23 23 Controlled Density Fill

1.4.1 Controlled Density FillCubic Metre

10

31 23 01 Excavating, Trenching, and Backfilling

1.8.7SImport Backfill - 200mm minus Pitrun Gravel - As Directed by the Contract Administrator

Cubic Metre

755

1.10.10 SExploratory Excavations:Hydro-Vac - Utility Locates

Each 18

31 24 13 Roadway Excavation, Embankment and Compaction

1.8.4.1SRemoval and Disposal of Existing Asphalt(Trench Cuts, Cable Strips, and Driveways) includes Saw Cutting

Square Metre

975

1.8.4.2SRemoval and Disposal of Existing Concrete Slabs, Sidewalks & Driveways - All Depths

Square Metre

58

1.8.4.3S Removal and Disposal of Existing Concrete Curbs and GuttersLineal Metre

286

1.8.4.4S Removal and Disposal of Concrete Block Retaining Wall Lump Sum 1

1.8.4.5S Common Excavation - Off-Site DisposalCubic Metre

995

1.8.9 Subgrade PreparationSquare Metre

17414

31 37 10 Riprap

1.4.1 Uniform Riprap - Machine PlacedCubic Metres

5

32 01 16.7 Cold Milling

1.5.1SCold MillingRemoval and Disposal of Existing AsphaltLess than or equal to 60mm

Square Metre

7200

1.5.1SCold MillingRemoval and Disposal of Existing Asphalt Less than or equal to 120mm

Square Metre

6960

1.5.1SCold MillingRemoval and Disposal of Existing Asphalt over 180mm

Square Metre

247

32 11 16.1 Granular Sub-Base

1.4.3Select Granular Sub-Base 150 mm Thickness for Roads or Sidewalks

Square Metres

6450


Square Metres

165

32 11 23 Granular Base

1.4.2Granular Base75mm Thickness for Roads or Sidewalks

Square Metres

165

See paragraph 5.3.1 of the 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.

Appendix 1




Section Para Specification Title Unit Quantity Unit Price Amount


Square Metres

15755

1.4.2Granular Base 150mm Thickness for Roads or Sidewalks

Square Metres

145

1.4.2Granular Base - Shouldering50mm Thickness for Shouldering as Directed

Square Metres

700

32 12 16 Hot-Mix Asphalt Concrete Paving

1.5.1SAsphalt Pavement - Upper Course # 150mm Thickness

Square Metres

14945

1.5.6Asphalt Pavement - Sidewalks and DrivewaysHand Placed - 50mm thickness

Square Metres

510

1.5.6Asphalt Pavement - Cable StripsHand Placed - 38mm thickness

Square Metres

178

1.5.6 Hand Laid Asphalt Curb (As Directed)Lineal Metres

30

32 12 17 Superpave Hot-Mix Asphalt Concrete Paving

1.5.1S Superpave Asphalt Pavement - Upper Course # 1Square Metres

60

32 17 23 Painted Pavement Markings

1.5.2 Permanent Painted Pavement Markings Lump Sum 1

32 91 21 Topsoil and Finish Grading

1.4.1 Imported Topsoil Cubic Metre

10

32 92 23 Sodding

1.8.2 Nursery SodSquare Metres

10

32 94 01S Irrigation

1.3.1SRemove and Restore Irrigation System - 78 Industrial Avenue Irrigation System Restoration

Lump Sum 1

33 11 01 Waterworks

1.8.1, 1.8.2Watermain PVC C900 DR 18100mm diameter - All Depths - Native Backfill Unless Otherwise directed by the Contract Administrator

Lineal Metres

5


Lineal Metres

518


Lineal Metres

545

1.8.3Gate Valves 150mm FHInstalled As Per Detail SW-12

Each 8

1.8.3Gate Valves 200mm FHInstalled As Per Detail SW-12

Each 10

1.8.3Tee 200mm X 200mm X 200mm HFFComplete With Thrust Blocks

Each 1

1.8.3Tee 200mm X 200mm X 200mm FFFComplete With Thrust Blocks

Each 1

1.8.3Tee 200mm X 200mm X 200mm HFHComplete With Thrust Blocks

Each 1


Each 1

1.8.3Tee 150mm X 150mm X 200mm HHFComplete With Thrust Blocks

Each 1


Each 1


Each 3

1.8.3 Bend 150 mm diameter 45 Degree HH Each 2

1.8.3 Bend 100 mm diameter 45 Degree HH Each 2

1.8.3 Reducer 200mm X 150mm diameter HH Each 2

1.8.3End Cap 150mm diameterComplete with Thrust Block or Restrainers

Each 4

1.8.4Water Service Reconnections19mm diam per Standard Drawings S-W2B

Each 72

1.8.4Water Service Connections50mm diam per Standard Drawings S-W11

Each 1

Appendix 1




Section Para Specification Title Unit Quantity Unit Price Amount

1.8.14SHydrant AssemblyStandard Drawing S-W4

Each 5

1.8.14.1SRemoval and Replacement of Existing Hydrant Assembly with New Hydrant AssemblyStandard Drawing S-W4

Each 3

1.8.14.2SReconnect Existing Hydrant to new main Standard Drawing S-W4

Each 4

1.8.14.4SRemoval and disposal of existing Hydrant Assembly and repair of existing water main

Each 1

1.8.14.5S Adjust Existing Hydrant to Grade Each 3

1.8.10SUndercrossing - U-BendsStandard Drawing S-W19

Each 3

1.8.11Under - Pressure Branching150mm Tee of 250mm main - Stainless Steel Tapping Sleeve

Each 2

1.8.13Water Main Tie-In - All SizesPipework by Contractor

Each 10

1.8.15S Shrink Wrap Water Main Joints Each 20

33 40 01 Storm Sewers

1.6.1, 1.6.2Drainage Pipe PVC Ultra-Rib 375 mm diameter, for depth of main 0 to 2 m - Native Backfill Unless Otherwise directed by the Contract Administrator

Lineal Metres

456

1.6.1, 1.6.2Drainage Pipe PVC Ultra-Rib 300 mm diameter, for depth of main 0 to 2 m - Native Backfill Unless Otherwise directed by the Contract Administrator

Lineal Metres

85

1.6.5Catchbasin Lead250 mm diameter Ultra-Rib PVC

Lineal Metres

38

1.6.9Drainage Tie -In 375 mm diameter into existing 750mm diameter storm sewer

Each 1

33 44 01 Manholes and Catchbasins

1.5.1.1Manholebase, lid, slab, cover and frame 1050mm diameter

Each 7

1.5.1.2Manhole Riser1050mm diameter

Vertical Metres

14

1.5.1.2Manhole Riser1350mm diameter

Vertical Metres

2

1.5.1.6Add Manhole to Existing System 1350mm diameter

Each 1

1.5.1.7SRemove and Replace Existing 600mm Ø - Steel Frame & Cover with new, and adjusting rings

Each 14

1.5.2SCatchbasin Top Inlet600mm Ø CB Type 1 Top Inlet Frame and Grate as per Detail Drawing S-S11a/b

Each 5


Each 5

1.5.2SCatchbasin Side Inlet900mm Ø CB Type 2 Side Inlet Frame and Grate as per Detail S-S11c/d/e

Each 2

1.5.3Adjust Existing Catchbasins, Lawn Basins Cleanouts and Inspection Chambers

Each 1

Section Para Specification Title Unit Quantity Unit Price Amount31 24 13 Roadway Excavation, Embankment and Compaction

1.8.4.1SRemoval and Disposal of Existing Asphalt(Trench Cuts, Cable Strips, and Driveways) includes Saw Cutting

Square Metre

460

1.8.4.5S Common Excavation - Off-Site DisposalCubic Metre

170

1.8.9 Subgrade PreparationSquare Metre

668

32 11 16.1 Granular Sub-Base


Square Metres

668

32 11 23 Granular Base


Square Metres

668

Optional Work

Non-Optional Work Subtotal

Appendix 1




Section Para Specification Title Unit Quantity Unit Price Amount32 12 16 Hot-Mix Asphalt Concrete Paving

1.5.1SAsphalt Pavement - Upper Course # 150mm Thickness

Square Metres

668

33 40 01 Storm Sewers

1.6.5Catchbasin Lead250 mm diameter Ultra-Rib PVC

Lineal Metres

6

33 44 01 Manholes and Catchbasins

1.5.1.7SRemove and Replace Existing 600mm Ø - Steel Frame & Cover with new, and adjusting rings

Each 2


Each 1

1.5.2SDrywell - 3 RingAs Shown on Supplementary Detail Drawings

Each 1

$ 125,000.00 Contingency

GST @ 5%

Tender Price Plus GST

Tender Price

Optional Work Sub Total

ADDENDUM NO. 2 TO THE TENDER DOCUMENTS …and~RFPs/2013...Remove and Replace plan 2013-14 – Water...

Documents

Transcript of ADDENDUM NO. 2 TO THE TENDER DOCUMENTS …and~RFPs/2013...Remove and Replace plan 2013-14 – Water...