HomeMy WebLinkAboutTR-43-89 TOWN OF NEWCASTLE
REPORT
File # It,
Res. #
' _ - � By-Law #
METING: GENERAL PURPOSE AND ADMINISTRATION COMMITTEE
DATE: May 15, 1989
REPORT #: TR-43-89 FILE #:
SU6.JECT: TENDER T89-19, SURFACE TREATMENT
RECOMMENDATIONS:
It is respectfully recommended that the General Purpose and Administration
Committee recommend to Council the following:
1. That this report be received; and
2. That Miller Paving, Unionville, Ontario, with a total bid in the
amount of $493,990.00, being the lowest responsible bidder meeting
all terms, conditions and specifications of Tender T89-19, be
awarded the contract to supply and apply Surface Treatment to various
roads as required by the Town of Newcastle; and
3. That the funds be provided from the 1989 Department of Public Works
Road Maintenance budget.
BACKGROUND AND COMMENT:
Tenders were publicly advertised in the Canadian Statesman, as well as the
Daily Commercial News. In addition to advertising, seven (7) contractors were
invited to bid.
715
Page - 2 -
TR-43-89
TENDER T89-19, SURFACE TREATMENT
Subsequently, tenders were received and tabulated as follows:
Bidder Bid Amount
Miller Paving $493,990.00
Unionville, Ontario
Royel Paving $499,2501.00
Lindsay, Ontario
The unit prices for the H.F. 150S, which represent the major portion of the
contract, is a zero percent (0o) increase over the 1988 prices. See Schedule
"A" attached for Prime and Surface locations. The number of bids received is
consistant with previous years.
The total funds required for Tender T89-19, Surface Treatment are included in
the Department of Public Works Road Maintenance budget. Although the total bid
amount is slightly above the budget estimate, the terms and conditions of this
tender allows for up to a twenty-five percent (250) decrease in the estimated
quantities without invalidating the contract. This would bring the total funds
required well within the estimated budget. The total funds allocated for the
Prime and Surface contract plus the Pulverizing contract is $484,000.00. Of
this amount, $413,400.00 was estimated for the Prime and Surface portion.
The Treasurer has reviewed the funding requirements and concurs with the
recommendation. Queries with respect to department needs, specifications, etc.
should be referred to the Director of Public Works.
716
Page - 3 -
TR-43-89
TENDER T89-191 SURFACE TREATMENT
After review and analysis of the tenders by Public Works and Purchasing, it was
mutually agreed that Miller Paving, Unionville, Ontario, be recommended for the
contract to Surface Treat Town roads as required. Miller Paving is an
established reputable company which have a proven record with the Town of
Newcastle.
Respectfully submitted, Recommended for presentation
to the Committee,
MV Marano, H.BSc., tdwrence tseff,
Treasurer. Chief Admintrative Officer.
W.A. Evans, P. Eng.,
Director of Public Works.
LAB/hjl
Attachments
717
DIVISION # 1 1989 HIGH FLOAT SCHEDULE
F LENGTH WIDTH DEPTH AREA COST PER TOTAL NOTES
LOCATION m m mm SQ. METRES SQ.METRE
Trulls Rd. No. 2 Hwy. to Bloor Street 1965 6.2 12183 5/8 First coat
Second coat 3/8 chips
2 Varcoe Road north end 512 5.0 2560 5/8 First coat
Second coat 3/8 chips
3 Fice Road Taunton Southerly 1137 5.2 5886 5/8 First coat
Second coat 3/8 chips
4 Conc. 6 Townline Easterly 1266 7.0 8862 5/8 Double Coat
5 Conc. 7 Langmaid Road Easterly 840 6.6 5544 5/8 Double Coat
6 Conc. 7 Regional R]. #34 Easterly 1464 6.3 9223 5/8 Double Coat ��•
7 Conc. 7 Old Scugog Road Westerly 460 7.0 3220 5/8 Double Coat
8 Temperance Street - Hampton 410 4.6 1886 5/8 First Coat
Second coat 3/8 chips
9 Liberty Street - Hampton 267 4.6 1228 5/8 First Coat
Second coat 3/8 chips
1Q
Division Street - Hampton 340 4.6 1564 5/8 First Coat
Second coat 3/8 chips
11 Washington Street - Hampton 125 4.6 575 5/8 First Coat
Second coat 3/8 chips
12 Fourth Street - Courtice 115 6.5 748 5/8 First Coat
Second coat 3/8 chips
Nestmore Street - Courtice 461 6.5 2996 5/8 First Coat
LU
Second coat 3/8 chips
LU Lynwood Street - Courtice 272 5.5 1496
5/8 First Coat
vi I I I I I (Second coat 3/8 chips
DIVISION 1 1989 HIGH FLOAT SCHEDULE
TG —eiew LENGTH WIDTH DEPTH AREA COST PER TOTAL NO`rES
LOCATION m m mm SQ. METRES SQ.MEI'RE
eet - Courtice 272 5.5 1496 5 8 First Coat
Second coat 3/8 chips
Street - Courtice 126 5.5 693 5-78 First Coat
Second coat 3/8 chips
17 Townline Conc. W. 8 - 9th (Osh New) 2226 6.1 13578 5/8 Double Coat
18 Tyler Street 430 6.2 2666 5/8 First Coat
Trulls to east limits Second coat 3/8 chips
19 Solina Boad Conc. 6 northerly 280 6.2 1736 5/8 First Coat 0-
Second coat 3/8 chips
DIVISION # 2 1989 HIGH FLOAT SCHEDULE
ITEvi LENGTH WIDTH DEPTH AREA COST PER TOTAL NOTES
NO. LOCATION m m mm SQ. METRES SQ.MEPRE
1 Village of Newcastle 5/8 Double Coat
Manver St, from Metcalf St. to Queen 350 5.0 1750
2 Village of Newcastle 5/8 Double Coat
Queen St. from Mill St, to Park St. 250 5.0 1250
3 Village of Newcastle 5/8 Double Coat
Park St. from Queen St. to Boulton St. 400 5.0 2000
4 Mearns Ave. from concession Street 5/8 Double Coat C�
north to C.P.R. 1000 6.0 6000 �.,;
DIVISION # 3 1989 HIGH FLOAT SCHEDULE
n2: LENGTH WIDTH DEPTH AREA COST PER TOTAL NOTES
LOCATION m m mm SQ. METRES SQ.MEi.*RE
S ilo Road south 6th Conc. 2200 6.6 14520 Double coat over gravel
Gilmore Poad and 6th Conc. 2690 6.6 17754 Double o0at over gravel
3 Kirby School load 340 6 2040 Double coat over gravel
4 T ertell Road 1830 6.6 12078 Double coat over gravel
5a East Thwnline south # 2 (Manvers New) 1605 6.6 10593 Double ooat over gravel
Sb East Townline South # 2 (Manvers New) 1430 6.6 9438 Single coat overlay �.
r-.
6 Squair Road 2025 6 12150 Double ooat over gravel
7 Bellwood Drive 238 6 1428 3rd Conc. south
Double coat over gravel
8 Brownsdale North # 2 1231 6 7386 3/8 Chip overlay, Single coat
9 Brownsdale south # 2 652 6 3912 3/8 Chip overlay, Single coat
10 Gilmore Road South 5th Conc. 2245 6 13470 Single ooat overlay
11 3rd Conc. Gilmore Load easterly 500 6 3000 Double coat over gravel
12 3rd Conc. Gilmore road easterly 500 6 3000 Single coat overlay
DIVISION # 1 1989 HIGH FLOAT SCHEDULE
ITEM LENGTH WIDTH DEPTH AREA COST PER TOTAL NOTES
NO. LOCATION m m mm SQ. METRES SQ.METRE
1 Trulls Rd. No. 2 Hwy. to Bloor Street 1965 6.2 12183 5/8 First coat
Second coat 3/8 chips
2 Varcoe Road north end 512 5.0 2560 5/8 First coat
Second coat 3/8 chips
3 Fice Road Taunton Southerly 1137 5.2 5886 5/8 First coat
Second coat 3/8 chips
4 Conc. 6 Townline Easterly 1266 7.0 8862 5/8 Double Coat
5 Conc. 7 Langmaid Road Easterly 840 6.6 5544 5/8 Double Coat co
6 Conc. 7 Regional Rd. #34 Easterly 1464 6.3 9223 5/8 Double Coat
7 Conc. 7 Old Scugog Road Westerly 460 7.0 3220 5/8 Double Coat
8 Temperance Street - Hampton 410 4.6 1886 5/8 First Coat
Second coat 3/8 chips
9 Liberty Street - Hampton 267 4.6 1228 5/8 First Coat
Second coat 3/8 chips
10 Division Street - Hampton 340 4.6 1564 5/8 First Coat
Second coat 3/8 chips
11 Washington Street - Hampton 125 4.6 575 5/8 First Coat
Second coat 3/8 chips
12 Fourth Street - Courtice 115 6.5 748 5 8 First Coat
Second coat 3/8 chips
aestmore Street - Courtice 461 6.5 2996 5/8 First Coat
J Second coat 3/8 chips
Lynwood Street - Courtice 272 5.5 1496 5/8 First Coat
Second coat 3/8 chips
N
DIVISION # 1 1989 HIGH FLOAT SCHEDULE
ITEM LENGTH WIDTH DEPTH AREA COST PER TOTAL NOTES
NO. LOCATION m m mm SQ. METRES SQ.METRE
15 Jane Street - Courtice 272 5.5 1496 5/8 First Coat
Second coat 3/8 chips
16 Glenview Street - Courtice 126 5.5 693 5/8 First Coat
Second coat 3/8 chips
17 Townline Conc. Rd. 8 - 9th (Osh/New) 2226 6.1 13578 5/8 Double Coat
18 Tyler Street 430 6.2 2666 5/8 First Coat
Trulls to east limits Second coat 3/8 chips
19 Solina Road Conc. 6 northerly 280 6.2 1736 5/8 First Coat p.
Second coat 3/8 chips t--
DIVISION # 2 1989 HIGH FLOAT SCHEDULE
ITEM LENGTH WIDTH DEPTH AREA COST PER TOTAL NOTES
NO. LOCATION m m mm SQ. METRES SQ.ME`rRE
1 Village of Newcastle 5/8 Double Coat
Manver St. from Metcalf St. to Queen 350 5.0 1750
2 Village of Newcastle 5/8 Double Coat
Queen St. from Mill St. to Park St. 250 5.0 1250
3 Village of Newcastle 5/8 Double Coat
Park St. from Queen St. to Boulton St. 400 5.0 2000
4 Mearns Ave. from Concession Street 5/8 Double Coat O
north to C.P.R. 1000 6.0 6000
DIVISION # 3 1989 HIGH FLOAT SCHEDULE
ITEM LENGTH WIDTH DEPTH AREA COST PER TOTAL NOTES
NO. LOCATION m m mm SQ. METRES SQ.METRE
1 Shiloh Road south 6th Conc. 2200 6.6 14520 Double coat over gravel
2 Gilmore Road and 6th Conc. 2690 6.6 17754 Double coat over gravel
3 Kirby School Road 340 6 2040 Double coat over gravel
4 Thertell Road 1830 6.6 12078 Double coat over gravel
5a East Townline South # 2 (Manvers New) 1605 6.6 10593 Double coat over gravel
5b East Townline South # 2 (Manvers/New) 1430 6.6 9438 Single coat overlay
Imo.
6 Squair Road 2025 6 12150 Double coat over gravel
7 Bellwood Drive 238 6 1428 3rd Conc. south
Double coat over gravel
8 Brownsdale North # 2 1231 6 7386 3/8 Chip overlay, Single ooat
9 Brownsdale South # 2 652 6 3912 3/8 Chip overlay, Single coat
10 Gilmore Read South 5th Conc. 2245 6 13470 Single coat overlay
11 3rd Conc. Gilmore Road easterly 500 6 3000 Double coat over gravel
12 3rd Conc. Gilmore Road easterly 500 6 3000 Single coat overlay