addendum #1 nwit#16-32 sewer separation …...august 29, 2016 addendum #1 nwit#16-32 sewer...

August 29, 2016

ADDENDUM #1

NWIT#16-32 Sewer Separation Program

New Westminster, BC

This addendum modifies the Invitation to Tender only as noted: Please refer to Addendum No. 1 from Opus DaytonKnight Consultants Ltd (6 pages following) Please acknowledge this addendum as indication in the Form of Tender. END OF ADDENDUM #1 Yours truly,

Roy Moulder, SCMP Purchasing Manager

Draft Addendum #1

CORPORATION OF THE CITY OF NEW WESTMINSTER

CONTRACT No. NWIT-16-32

2016 SEWER SEPARATION PROGRAM

ADDENDUM No. 1 (6 pages)

This Addendum shall form part of the Contract No. NWIT-16-32

A. Form of Tender: Schedule of Quantities and Prices

Payment items A1 and A2 have been amended.

New payment item A12 added to Section A- Storm Pipe.

Payment item B2 has been amended.

Replace FT-Page 4-5 with attached.

NOTE 1: For Storm Pipe 375 mm diameter or greater, HDPE is allowed.

NOTE 2: Payment item A12 has been added for the 200 mm storm service connection on Quebec Street.

NOTE 3: All Fibre Optic Pull Boxes to be SYNERTECH 2436-36, as per the attached product sheet.

B. Supplementary Specifications

Section 40 01 01S – Communication and Fibre Optic Conduits

Replace:

2.2 Plastic Junction Boxes .1 Plastic junction boxes to conform to the City

Supplementary Standard Drawing SD-C.2.

With:

2.2 Junction Boxes .1 Junction boxes shall be SYNERTECH 2436 Polymer

Concrete Boxes with 36” depth.

Attach this Addendum to the Contract Documents.

Date: August 24, 2016

Addendum No. 1 received.

_______________________________ _______________________________

Signature of Tenderer Name of Tenderer (please print)

Encl. - FT Page 4-5

- SYNERTECH 2436 Product Sheet

OPUS DAYTONKNIGHT CONSULTANTS LTD. CITY OF NEW WESTMINSTER

#210 – 889 Harbourside Drive 511 Royal Avenue

North Vancouver, B.C. New Westminster, B.C.

V7P 3S1 V3L 1H9

(Addendum No. 1) FT PAGE 4

Tenderer’s Initials

MMCD 2009 Edition Reference No. NWIT-16-32

FORM OF TENDER – Appendix 1

SCHEDULE OF QUANTITIES AND PRICES (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.)

ITEM

NO.

MMCD

REF. DESCRIPTION UNIT QUANTITY

UNIT

PRICE AMOUNT

Section A – Storm Pipe

A1 33 40 01S Storm Pipe – 450 mm dia. DR35

PVC or HDPE, imported backfill

1.6.2

Park Row Lineal

147 metre

First Street Between Vancouver

Street & College Crt.

Lineal 153

metre


PVC or HDPE, imported backfill.

1.6.2

First Street Between College Crt

& Emory Street

Lineal 173

metre


PVC, imported backfill.

1.6.2

First Street Between Emory

Street & St. Patrick Street

Lineal 275

metre

College Crt. Lineal

20 metre

Emory Street Lineal

119 metre

Arbutus Street Lineal

143 metre

Fourth Avenue Lineal

metre 59

Oakland Street Lineal

51 metre

Queens Avenue Lineal

115 metre

Third Avenue Lineal

135 metre

Quebec Street Lineal

120 metre

Gloucester Street

Lineal 12

metre

Blackie Street

Lineal 62

metre

(Addendum No. 1) FT PAGE 5

Tenderer’s Initials

MMCD 2009 Edition Reference No. NWIT-16-32

ITEM

NO.

MMCD

REF. DESCRIPTION UNIT QUANTITY

UNIT

PRICE AMOUNT

A4 33 40 01S

1.6.9

Tie-in – 250mm dia. to existing

manhole (Park Row) Each 1

A5 33 40 01S

1.6.9

Tie-in – 250mm dia. to existing

stub (Gloucester St. at Ash St. &

Quebec St. at Eleventh St.)

Each 2

A6 33 40 01S

1.6.3 Service Connection – 100mm dia.

Lineal

metre 23

A7 33 40 01S


Lineal

metre 4.5

A8 33 44 01S Manhole base, lid, slab, cover

and frame – 1050 mm dia. Each 28

1.5.1.1

A9 33 44 01S

Manhole riser – 1050 mm dia. Vert.

metre 58

1.5.1.2

A10 33 40 01S Catchbasin – top inlet Std. Dwg.

S11. Each 30

1.6.5

A11 33 40 01S Catchbasin lead - 150 mm diam.,

all lengths. Each 30

1.6.5

A12 33 40 01S


Lineal

metre 3

Subtotal (Item A1 to A12)

Plus GST (5%)

TOTAL AMOUNT OF SECTION A

Section B – Fibre Optic Conduit

B1 40 01 01S Fibre Optic Conduit – 100 mm

dia.

1.3.1

Park Row Lineal

125 metre

First Street Between Vancouver

Street & Third Avenue

Lineal 569

metre

B2 40 01 01S Fibre Optic Pull Box –

SYNERTECH 2436-36 Each 6

1.3.2

Subtotal (Item B1 to B2)

Plus GST (5%)

TOTAL AMOUNT OF SECTION B

Section C – Optional Items

C1 32 12 16S Mill and Overlay – Mobilization

& Demobilization Each 2

1.5.9

C2 32 12 16S

Mill and overlay 35 mm depth Square

2060 1.5.8 metre

C3 31 23 17

Rock Removal Cubic

20 1.6.3 metre

Subtotal (Item C1 to C3)

Plus GST (5%)

TOTAL AMOUNT OF SECTION C

Contact your Oldcastle Enclosure Solutions Distribution Center for specific information and additional options.

oldcastleprecast.com/enclosuresolutions 800-735-5566

Revision 9/2014 ©2014 Oldcastle, Inc.

Electric & Communications

Material:Model:

Weight:

Wall Type:Performance:

DuoMold Composite24” x 36”18” Depth: 82 lbs24” Depth: 92 lbs36” Depth: 110 lbsStraightANSI/SCTE-77 Tier 22, WUC 3.6, ASTM C857 A-16

Bodies are stackable** to Depths of: 36”, 42”, 48”,60”, 72”

BODY:

COVER:

Style:Material:

Model:Weight:

Std. Fasteners:

Options:Surface:

Coefficient of Friction:Performance:

Flush SolidDuoMold Composite24” x 36”126 lbs1/2-13 Stainless Steel Hex Head Bolt, Self-Locating InsertLogos and Special MarkingsSlip Resistant & Marked*>0.6 ASTM 1028ANSI/SCTE-77 Tier 22, WUC 3.6, ASTM C857 A-16

2436

A B C D E F G

2436-18 38-1/8 26-1/2 18 23-1/2 35-1/4 29-1/8 17-1/2

2436-24 38-1/8 26-1/2 24 23-1/2 35-1/4 29-1/8 17-1/2

2436-36 38-1/8 26-1/2 36 23-1/2 35-1/4 29-1/8 17-1/2

* Cover comes standard with permanent markings for manufacturer, load rating, model size and manufacturing location.

For use in non-vehicular traffic situations only.

Heavy Duty: Incidental, Non-deliberate Traffic

Actual load rating is determined by the box and cover combination.Weights and dimensions may vary slightly**Stacked body units are currently not rated.

Options:

Product Load Rating:

Note: Actual load rating is determined by the box and cover combination. Weights and dimensions may vary slightly

Raw Material Specifications:

oldcastleprecast.com/enclosuresolutions 800-735-5566

Revision 9/2014 ©2014 Oldcastle, Inc.

Standard Test Method

Properties of Raw Material

ASTM Designation

TypicalValue

Compressive Strength of Polymer Concretes Compressive Strength C 469 > 17,000 psi

Flexural Properties of Plastic Materials Flexural Strength D 790 > 14,000 psi

Resistance of Plastics to Chemical Reagents Chemical Resistance Retain > 75% of original strength

Impact Resistance by Means of a Falling Weight Impact Resistance D 2444 > 70 ft-lb

Static Coef� cient of Friction Friction Coef� cient C 1028 > 0.6

ASTM Speci� cations shall be the current revision

Test Reports available on request

The Rural Utility Service (RUS) is a department of the US Department of Agriculture organized to facilitate rural developments. You will fi nd Oldcastle Enclosure Solutions brand enclosures listed by the RUS. All Oldcastle Enclosure Solutions brand enclosures conform to the RUS “Tamper Resistant” fastener design for buried pedestals.

All information contained on this sheet is current at the time of printing. Oldcastle Precast, Inc. reserves the right to discontinue or update product information without notice.

Electric & Communications

Available DuoMold Composite Covers:Flush Solid (Standard)

Fastener Options for DuoMold Composite Covers:Hex Head Bolt (Standard)

Penta Head Bolt

Oldcastle Enclosures Vandal Resistant Bolt

Add on Options:Larger Lift Hook Pocket

EMS Marker (E)

Mouseholes/Knockouts

Rack Mount (A)

Cable Racks/Cable Arms (B)

Unistrut (C)

Pulling Eye - 1,000 lb and 3,000 lb (D)

Ground Buss (F)

Dividers

Racking Provision

Lid Gaskets*

Solid Bottom

Bodies are Stackable (with tallest body on bottom)

*Lid Gaskets inhibit water flow into the box,they do not make Enclosure fully waterproof.

Heavy Duty : Incidental, Non-deliberate TrafficFor use in non-vehicular traffic situations only.

2436

Composite Cover

A B C D E F

Hex Head

Penta Head

Vandal

Resistant