TENDER FOR ASPHALT RESURFACING VARIOUS LOCATIONS SUMMER 2018 TENDER NO. 05-18 ADDENDUM NO. 1
TOWN OF PENETANGUISHENE
TENDER FOR
ASPHALT RESURFACING
VARIOUS LOCATIONS
SUMMER 2018
TENDER NO. 05-18
ADDENDUM NO. 1
This addendum has been issued by the Town of Penetanguishene Public Works Department to revise and amend the Tender document. All information included within this addendum is to be incorporated within the tender package submitted by each contractor.
Failure to include the information provided by this addendum within the submitted tender package will result in the disqualification of the contractor.
1. Questions received as of May 2, 2018
Q1 Can you please clarify how much the road occupancy permit is?
A1 There is no charge for the issuance of a Road Occupancy Permit.
Q2 Could you please clarify the allowable % of RAP as there is a discrepancy between the schedule of items and the specifications?
A2 A maximum allowable RAP of 10% is to be used within the asphalt mix as specified in the form of tender – schedule of items and unit prices.
Q3 With respect to the asphalt gutter is the asphalt material to be included within the cost of the line item? If so how will payment be determined for the separation of material from the roadway and the gutter?
A3 The quantity of asphalt used to form the gutter has been included in the overall quantity provided in the form of tender for the supply, placement and compaction of the roadway asphalt. The linear meter quantity provided for the asphalt gutter is for the forming and creation of the gutter in echelon with the asphalt spreader during paving operations.
Q4 With respect to the price adjustment for PGAC will the same adjustment of +/-$15 be applied to 58-34? The specification states an adjustment on PGAC 58-28.
A4 Yes, the asphalt price adjustment outlined within section 5.3.2.6 of the tender document applies PGAC 58-34.
Q5 Will the contractor be allowed to complete multiple roads in conjunction with each other?
A5 Yes, the paving of multiple roads simultaneously will be permitted.
Remove and replace the corresponding sections in the TENDER document with the following:
The Schedule of Items and Unit prices is to be removed and replaced with the following:
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SCHEDULE of ITEMS and UNIT PRICES CONTRACT ITEMS |
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|
TRAFFIC CONTROL AND PROJECT BONDING |
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|
ITEM |
SPEC. |
DESCRIPTION |
UNIT |
ESTIMATED QUANTITY |
UNIT PRICE |
TOTAL |
|
1 |
SP 5.3.1 |
Supply Traffic Control for all project locations |
L.S. |
1 |
$ |
$ |
|
2 |
Sect 2.17 |
Supply and Maintain a Performance Bond for 50% of the Contract Amount |
L.S. |
1 |
$ |
$ |
|
3 |
Sect 2.17 |
Supply and Maintain a Labour and Materials Payment Bond for 50% of the Contract Amount |
L.S. |
1 |
$ |
$ |
|
SUB-TOTAL – TRAFFIC CONTROL AND PROJECT BONDING (Items 1 to 3) |
$ |
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|
Don Street (Fox Street to 210 m East) – 210 m |
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|
ITEM |
SPEC. |
DESCRIPTION |
UNIT |
ESTIMATED QUANTITY |
UNIT PRICE |
TOTAL |
|
4 |
SP 5.3.5 |
Full Depth Grind of existing asphalt (80mm). Material to be hauled and disposed of on Tinney Sideroad (at intersection of Sandy Bay Road, Penetanguishene). |
m2 |
1400 |
$ |
$ |
|
5 |
SP 5.3.8 |
Supply, Place, Compact and grade Granular “A” to re-establish the crown and profile of the road. |
tonne |
100 |
$ |
$ |
|
6 |
SP 5.3.2 |
Supply, Place and Compact 60 mm of HL3 Asphalt (Maximum 10% RAP & Use PGAC 58-34) on Don Street from Fox Street to 210 m East. |
tonne |
240 |
$ |
$ |
|
7 |
SP 5.3.7 |
Supply and Place Asphalt Gutter (North and South side of Road). |
m |
320 |
$ |
$ |
|
8 |
SP 5.3.3 |
Supply and Place butt joints at Intersections and the East and West limits of Paving. |
each |
3 |
$ |
$ |
|
9 |
SP 5.3.4 |
Saw-cut and Tie-in Driveways. |
each |
12 |
$ |
$ |
|
SUB-TOTAL – Don Street (Items 4 to 9) |
$ |
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|
Beaumaur Drive (Entire Length) – 250 m |
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|
ITEM |
OPS SPEC. |
DESCRIPTION |
UNIT |
ESTIMATED QUANTITY |
UNIT PRICE |
TOTAL |
|
10 |
SP 5.3.5 |
Full Depth Grind of existing asphalt (80mm). Material to be hauled and disposed of on Tinney Sideroad (at intersection of Sandy Bay Road, Penetanguishene). |
m2 |
2200 |
$ |
$ |
|
11 |
SP 5.3.8 |
Supply, Place, Compact and grade Granular “A” to re-establish the crown and profile of the road. |
tonne |
160 |
$ |
$ |
|
12 |
SP 5.3.2 |
Supply, Place and Compact 60 mm of HL3 Asphalt (Maximum 10% RAP & Use PGAC 58-34) on Beaumaur Drive. |
tonne |
360 |
$ |
$ |
|
13 |
SP 5.3.7 |
Supply and Place Asphalt Gutter (Both sides of Road) |
m |
550 |
$ |
$ |
|
14 |
SP 5.3.3 |
Supply and Place butt joints at Intersections and at the limits of Paving. |
each |
2 |
$ |
$ |
|
15 |
SP 5.3.4 |
Saw-cut and Tie-in Driveways |
each |
22 |
$ |
$ |
|
SUB-TOTAL – BEAUMAUR DRIVE (Items 10 to 15) |
$ |
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|
Lorne Avenue (Payette Drive to Richelieu Street) – 280 m |
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|
ITEM |
OPS SPEC. |
DESCRIPTION |
UNIT |
ESTIMATED QUANTITY |
UNIT PRICE |
TOTAL |
|
16 |
SP 5.3.5 |
Full Depth Grind of existing asphalt (80mm). Material to be hauled and disposed of on Tinney Sideroad (at intersection of Sandy Bay Road, Penetanguishene). |
m2 |
2000 |
$ |
$ |
|
17 |
SP 5.3.8 |
Supply, Place, Compact and grade Granular “A” to re-establish the crown and profile of the road. |
tonne |
150 |
$ |
$ |
|
18 |
SP 5.3.2 |
Supply, Place and Compact 60 mm of HL3 Asphalt (Maximum 10% RAP & Use PGAC 58-34) on Beaumaur Drive. |
tonne |
320 |
$ |
$ |
|
19 |
SP 5.3.3 |
Supply and Place butt joints at Intersections and at the limits of Paving. |
each |
4 |
$ |
$ |
|
20 |
SP 5.3.4 |
Saw-cut and Tie-in Driveways |
each |
4 |
$ |
$ |
|
SUB-TOTAL – BEAUMAUR DRIVE (Items 16 to 20) |
$ |
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|
Hunter Road (Entire Length) – 280 m |
||||||||
|
ITEM |
OPS SPEC. |
DESCRIPTION |
UNIT |
ESTIMATED QUANTITY |
UNIT PRICE |
TOTAL |
||
|
21 |
SP 5.3.5 |
Full Depth Grind of existing asphalt (80mm). Material to be hauled and disposed of on Tinney Sideroad (at intersection of Sandy Bay Road, Penetanguishene). |
m2 |
2000 |
$ |
$ |
||
|
22 |
SP 5.3.8 |
Supply, Place, Compact and grade Granular “A” to re-establish the crown and profile of the road. |
tonne |
150 |
$ |
$ |
||
|
23 |
SP 5.3.2 |
Supply, Place and Compact 60 mm of HL3 Asphalt (Maximum 10% RAP & Use PGAC 58-34) on Beaumaur Drive. |
tonne |
320 |
$ |
$ |
||
|
24 |
SP 5.3.3 |
Supply and Place butt joints at Intersections and at the limits of Paving. |
each |
2 |
$ |
$ |
||
|
25 |
SP 5.3.4 |
Saw-cut and Tie-in Driveways |
each |
3 |
$ |
$ |
||
|
SUB-TOTAL – HUNTER ROAD (Items 21 to 25) |
$ |
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|
PROVISIONAL ITEMS |
|
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|
ITEM |
OPS SPEC. |
DESCRIPTION |
UNIT |
ESTIMATED QUANTITIY |
UNIT PRICE |
TOTAL |
||
|
26 |
SP 5.3.6 |
Project Forman |
Hr |
10 |
$ |
$ |
||
|
27 |
SP 5.3.6 |
Equipment Operator |
Hr |
10 |
$ |
$ |
||
|
28 |
SP 5.3.6 |
Laborer |
Hr |
10 |
$ |
$
|
||
|
29 |
SP 5.3.6 |
Hydraulic Excavator, Crawler Mounted (32000 kg or equivalent) |
Hr |
10 |
$ |
$ |
||
|
30 |
SP 5.3.6 |
Tractor Bulldozer, Crawler type (80 kw or adjusted equivalent) |
Hr |
10 |
$ |
$ |
||
|
31 |
SP 5.3.6 |
Front End Loader, Rubber Tire, Four Wheel Drive (100 kw or adjusted equivalent) |
Hr |
10 |
$ |
$ |
||
|
32 |
SP 5.3.6 |
Dump Truck, Tandem Rear Axle (24 000 kg GVW or equivalent) |
Hr |
10 |
$ |
$ |
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|
SUB-TOTAL PROVISIONAL (Items 26 to 32) |
$ |
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|
TOTAL – ALL PROJECTS (Items 1 to 32) |
$ |
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|
Harmonized Sales Tax (13%) |
$ |
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|
GRAND TOTAL (enter on Page 11) |
$ |
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Company: __________________________________________________________________
Reviewed By:________________________________________________________________
Date:_______________________________________________________________________
Please acknowledge receipt of this addendum by fax transmission (705-549-4263) or email (bmurray@penetanguishene.ca) to the attention of the undersigned.
Bryan Murray, P.Eng.
Director of Public Works
Town of Penetanguishene