CITY OF NEW WESTMINSTER - newwestcity.ca€¦2.0 FORM OF TENDER – Appendix 1 ... (PROJECT) – SS 11, SS 13 4.1 Replace Supplementary Specifications (Project) – Pages SSP 7 to

CITY OF NEW WESTMINSTER CONTRACT NWIT-11-04

ADDENDUM No. 1

Page 1 of 13

To all Tenderers : The following changes, additions and / or deletions are hereby made a part of the City of New Westminster Tender Documents for CONTRACT NWIT-11-04 as fully and completely as if the same were set forth therein: 1.0 INSTRUCTIONS TO TENDERERS PART 1 –

1.1 Add the following clauses:

1.1.1 Additional Works: Miscellaneous waterworks associated with abandoning the existing 250mm diameter watermain on Braid Street between Brunette Ave. and United Blvd.

2.0 FORM OF TENDER – Appendix 1 - Schedule of Quantities and Prices

2.1 Replace Form of Tender - Appendix 1 - Schedule of Quantities and Prices – 2011 Waterworks Program with the attached Form of Tender - Appendix 1 - Schedule of Quantities and Prices - 2011 Waterworks Program identified with ADDENDUM No.1

3.0 AGREEMENT – Schedule 2 - List of Drawings

3.1 Replace Agreement - Schedule 2 - List of Drawings with the attached Agreement - Schedule 2 - List of Drawings identified with ADDENDUM No.1

4.0 SUPPLEMENTARY SPECIFICATIONS (PROJECT) – SS 11, SS 13

4.1 Replace Supplementary Specifications (Project) – Pages SSP 7 to SSP 8 with the attached Supplementary Specifications (Project) – Pages SSP 7 to SSP 8 identified with ADDENDUM No.1 with reference to new Supplementary Specification - SS 11.10 and revised Supplementary Specification - SS 13

5.0 TENDER DRAWINGS

5.1 Add the attached Sketch Drawings to the Tender Drawings: 1632-K-200, 1632-W-201 to 1632-W-205

End of Addendum No. 1

Form of Tender - Appendix 1 ADDENDUM No.1

Section Description Unit Quantity Unit Price Amount

Payment Item

DIVISION 1 - GENERAL REQUIREMENTS

01535 Temporay Facilities Incidental

01561 Environmental Protection Incidental

01570 Traffic Regulation Incidental

01721 Project Record Documents Incidental

DIVISION 2 - SITEWORK

02512 Hot-Mix Asphalt Paving

1.1 Permanent Pavement Restoration (Provisional)

.1 50mm Surface Mill and Pave sq.m 2900.0 $ $

02574 Cold Milling

1.2 50mm Surface Mill Incidental

02580 Painted Pavement Markings

1.2 Reinstate Existing Painted Pavement Markings Incidental

02666 Waterworks

1.3 Supply and Install Mains (also hydrant leads, services)

c/w Interim Pavement Patch

.1 100mm lin.m 15.0 $ $

.2 150mm lin.m 1,050.0 $ $

.3 200mm lin.m 170.0 $ $

.4 250mm lin.m 20.0 $ $

.5 300mm lin.m 40.0 $ $

.6 350mm lin.m 860.0 $ $

1.4 Bends (c/w Thrust Bocks)

.1 150mm - 11 to 45 degree each 41 $ $

.2 150mm - 90 degree each 6 $ $

.3 200mm - 11 to 45 degree each 5 $ $

.4 250mm - 11 to 45 degree each 4 $ $

.5 300mm - 11 to 45 degree each 2 $ $

.6 350mm - 11 to 45 degree each 2 $ $

2011 Waterworks Program

SCHEDULE OF QUANTITIES AND PRICES

CITY OF NEW WESTMINSTER

CONTRACT NWIT-11-04

11-1632

Tender Submission Documents



Payment Item




CONTRACT NWIT-11-04

02666 Waterworks (cont'd)

1.5 Tees/Crosses (also hydrants / services, c/w Thrust Blocks)

.1 150 x150 Cross each 1 $ $

.2 200 x 150 Cross each 1 $ $

.3 300 x 300 Cross each 1 $ $

.4 350 x150 Cross each 2 $ $

.5 150mm Tee each 16 $ $

.6 200mm Tee each 2 $ $

.7 250mm Tapping Tee each 7 $ $

.8 350mm Tee each 7 $ $

1.6 Caps (c/w Thrust Blocks)

.1 100mm Permanent each 1 $ $





1.7 Reducers

.1 200 x 150 Reducer each 1 $ $

.2 250 x 200 Reducer each 2 $ $

.3 300 x 250 Reducer each 1 $ $

.4 350 x 300 Reducer each 1 $ $

1.8 Gate Valves (also hydrant / service valves)

.1 100mm each 1 $ $

.2 150mm each 37 $ $

.3 200mm each 5 $ $

.4 250mm each 1 $ $

.5 300mm each 3 $ $

.6 350mm each 7 $ $

1.9 Service Connections

.1 Service Connection Pipe

.1 19mm Pipe lin.m 750.0 $ $

.2 25mm Pipe lin.m 70.0 $ $

.3 38mm Pipe lin.m 100.0 $ $

.4 50mm Pipe lin.m 90.0 $ $

.2 Corporation Stop

.1 19mm diameter each 60 $ $




11-1632




Payment Item




CONTRACT NWIT-11-04

02666 Waterworks (cont'd)

1.9 Service Connections (con't)

.3 Corporation Stop Wet Taps





.4 Curb Stop





.5 Meter Box c/w Meter Setter





1.10 Fire Hydrant Assembly each 12 $ $

1.11 Watermain tie-ins: including Couplings

.1 150 mm Main each 17 $ $

.2 200 mm Main each 2 $ $




1.12 Remove Existing Valve Box each 65 $ $

1.13 Remove Existing Hydrant each 7 $ $

1.14 Remove Existing Water Valve Chamber Lump Sum 2 $ $

TOTAL for 2011 Waterworks Program $

11-1632


AGT - PAGE 1 UNIT PRICE CONTRACT

MMCD (2000)

Schedule 2 List of Drawings (COMPLETE LISTING OF ALL DRAWINGS, PLANS AND SKETCHES THAT ARE PART OF THE CONTRACT DOCUMENTS)

2011 Sewer Separation and Waterworks Program Contract NWIT-11-04

ADDENDUM No. 1

TITLE

DRAWING

NO.

REVISION

NO. 2011 SEWER SEPARATION PROGRAM: KEY PLAN 1631-KEY 1 STORM SEWERS 1631-D-101 1 STORM SEWERS 1631-D-102 1 STORM SEWERS 1631-D-103 1 STORM SEWERS 1631-D-104 1 STORM SEWERS 1631-D-105 1 STORM SEWERS 1631-D-106 1 SANITARY SEWERS 1632-S-201 1 SANITARY SEWERS 1632-S-202 1

2011 WATERWORKS PROGRAM: KEY PLAN 1632-KEY 1 WATERWORKS 1632-W-101 1 WATERWORKS 1632-W-102 1 WATERWORKS 1632-W-103 1 WATERWORKS 1632-W-104 1 WATERWORKS 1632-W-105 1 WATERWORKS 1632-W-106 1 WATERWORKS TIE-IN DETAILS 1632-DT-101 1 WATERWORKS TIE-IN DETAILS 1632-DT-102 1

KEY PLAN (SKETCH) 1632-K-200 DETAIL – 1 (SKETCH) 1632-W-201 DETAIL – 2 (SKETCH) 1632-W-202 DETAIL – 3 (SKETCH) 1632-W-203 DETAIL – 4 (SKETCH) 1632-W-204 DETAIL – 5 (SKETCH) 1632-W-205

City of New Westminster ADDENDUM No. 1 2011 Sewer Separation – Waterworks Program

Contract NWIT-11-04

SUPPLEMENTARY SPECIFICATIONS (PROJECT)

Page SSP 7

Approved meter setters are Ford Series 70 Coppersetters complete with dual check valve outlets. Setters for 38mm and 50mm shall complete with valved bypass.

Meter box shall be Brooks 37 ( 19mm to 25mm meter ) and Brooks 66 ( 38mm to 50mm meter) complete with steel lids holed for remote reader and labelled “Water Meter”.

Water meter supplied and installed by City. .9 Payment for Remove Existing Hydrant shall be made at the unit price bid

for each hydrant removed and shall include all necessary work and materials to excavate, dismantle hydrant body from hydrant lead, concrete plug abandoned lead, delivery of the removed hydrant to City of New Westminster Work Yard, backfilling and all surface restoration.

Hydrant removal shall only take place AFTER new watermain and hydrants

have been fully commissioned and accepted by the City. .10 Payment for Remove Existing Water Valve Chamber (Braid St.) shall be

made at the lump sum price bid for each Water Valve Chamber removed and shall include all necessary work and materials to excavate and remove the concrete chamber, dismantle existing watermain and appurtenances, concrete plug abandoned mains, backfilling and all surface restoration, as required.

SS 12 Surface Restoration Delete Sections 02223 3.6.6 and 02223 3.6.7 and replace with the following:

3.6.6 Temporary Pavement Patching

All trenches are to be backfilled and paved with a temporary pavement patch at the end of each work day.

Temporary Pavement Patching shall consist of 125mm of asphalt placed and compacted in two lifts, 85mm (base course) and 40mm (surface course).

The Temporary Pavement Patch shall be constructed so that a good bond along the joint between the patch and existing asphalt exists for the full depth of the patch. If for any reason including trench settlement, the joint opens up, the patch shall be removed and replaced with a new temporary patch before a permanent patch is install.

No separate payment is made for this work.

City of New Westminster ADDENDUM No. 1 2011 Sewer Separation – Waterworks Program

Contract NWIT-11-04

SUPPLEMENTARY SPECIFICATIONS (PROJECT)

Page SSP 8

3.6.7 Permanent Pavement restoration

Install permanent pavement within 90 days of placement of temporary pavement patch or sooner, where directed by the Contract Administrator. Grind the temporary patch area plus a minimum 200mm overlap on the existing asphalt to a depth of 50mm. Dry if necessary and paint clean dry edge of overlap with asphalt emulsion tack coat. Place and compact 50mm of hot mix asphalt. Restore surface to smooth condition and match with grade of adjacent pavement. Maintain restored pavement in complete repair during Maintenance Period. Effect repairs within 14 days from receipt of written notice from Contract Administrator or immediately if dangerous situation exists. Permanent Pavement Restoration will be measured and paid at the unit price bid.

SS 13 Special Working Conditions: Brunette Avenue and Braid Street

All work associated with the installation of sanitary sewer on Brunette Avenue shall be night work conducted between the hours of 7:00 pm and 4:00 am. All work associated with the waterworks located on Braid Street from Brunette Ave. to United Blvd. shall be night work conducted between the hours of 7:00 pm and 4:00 am.

No additional payment will be made for these conditions.

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