rfq (r1) – request for quotation
TRANSCRIPT
Hamilton-Oshawa Port Authority Administration Portuaire de Hamilton-Oshawa
605 James St North, Hamilton, Ontario, Canada L8L 1K1 T. 905.525.4330 F. 905.525.7258 www.hamiltonport.ca
RFQ (R1) – Request for Quotation New Fencing and Path at Port of Oshawa June 25, 2021 Note that this Revised RFQ (R1) replaces the previous RFQ in its entirety. The Hamilton-Oshawa Port Authority (HOPA) is inviting your company to quote on the following Project. Project Name: New Fencing and Path at Port of Oshawa Project Location: South/East End of Simcoe Street South, Oshawa Scope of Work and Specifications (Refer to attached Reference Drawings): 1. Removal & Relocation of Landscaping
• Relocate all large rocks located east of new concrete pad to a location west of new concrete pad. (City officials will pick up at a later date).
• Remove entire landscape feature as circled in yellow (rocks, bushes/shrubs and soil). All bushes and shrubs to be disposed off site. Excess soil to be removed from site and can be disposed somewhere inside the Oshawa Port Property. Rocks can be moved to a location just west of new path.
2. Concrete Pathway (slab)
• Excavate down so that the top of new slab is even with adjacent pad. Excavate sand to be placed and spread on beach area. Any soil to be removed from this site can be disposed inside the Oshawa Port property.
• Provide new 6” thick reinforced concrete slab, with 12” thick thickened end for installation of fencing.
• Pad to be 16’-0” wide. • Provide 10M reinforcing bars at every 12” o/c each way. Top of rebar grid to be
placed min. 2” below top of slab. • Ensure concrete is sloped to prevent water from pooling • Slab to be bloom finished to match existing concrete path • Saw cut crack control joint along centerline of slab and at every 12’ feet. • Concrete to be C1 mix with minimum compressive strength 35 MPa at 28 days. • Ensure concrete is cured properly by keeping the top surface moist for min. 3 days
after pour. 3. Concrete Apron (slab)
• Excavate down so that the top of new slab is even with adjacent pad. Excavate sand to be placed and spread on beach area. Any soil to be removed from this site can be disposed inside the Oshawa Port property.
• Provide new 8” thick reinforced concrete slab throughout. • Provide 10M reinforcing bars at every 12” o/c each way. Top of rebar grid to be
placed min. 2” below top of slab.
Hamilton-Oshawa Port Authority Administration Portuaire de Hamilton-Oshawa 605 James St North, Hamilton, Ontario, Canada L8L 1K1 T. 905.525.4330 F. 905.525.7258
www.hopaports.ca
• Ensure concrete is sloped to prevent water from pooling • Slab to be bloom finished to match existing concrete path • Saw cut crack control joint along centerline of slab and at every 12’ feet. • Concrete to be C1 mix with minimum compressive strength 35 MPa at 28 days. • Ensure concrete is cured properly by keeping the top surface moist for min. 3 days
after pour. 4. Fencing
• Provide approx. 188 linear feet of new 6’ high ornamental fencing – not including 4’ gate. (Contractor to site measure and order the required length of fencing).
• Provide one new 4’ wide x 6’ high pedestrian gate • New fencing to tie into existing fencing at the north. • Section of fencing to the south/east will need to be mounted overtop of existing
concrete wall. Fencing overtop of wall will remain 6’ high measured from top of wall. Fencing to extend to edge of dock (but not protrude).
• Fencing to be from the following manufactures and styles or approved equal: o Iron Eagle III – Golden Eagle III o NUVO IRON - Memorial Collection NOVU XIII o Medallion Fence – 9500R-DR-AL
• Fencing to be Commercial/Industrial Grade with the following specifications: o Fence Posts to be min. 3”x3” o Pickets to be min. 1”x1” or 1.5”x0.75” o Colour – White o Warranty – 10 Year o E-Coat
• Installation o All fence posts to be mounted and fastened to new and existing concrete slab,
with rigid base plate (min. ½” thick) and secured to concrete with (4) 5/8” diameter bolts – epoxied into concrete, with min. 6” embedment. Base plate assemblies and bolts to be galvanized and painted white to match fencing.
5. Site Safety
• Contractor shall: o be responsible to obtain locates prior to excavation if required o ensure public access is maintained to the pier at all times o ensure safe work environment o provide HOPA with a Health and Safety documentation prior to start of work
and sign-off on HOPA’s Health and Safety Plan Bidder Site Visit: There will not be any formal site meeting but bidders are encouraged to visit the site prior to submitting the quote. This site is accessible to the public – just drive to the end of Simcoe Street South and park at the beach area. Questions and Clarifications: All Questions and Clarifications to be submitted in writing only (via email) and will be answered in the form of an Addendum. Last chance to submit questions is 48-hours prior to quote due date and time.
Hamilton-Oshawa Port Authority Administration Portuaire de Hamilton-Oshawa 605 James St North, Hamilton, Ontario, Canada L8L 1K1 T. 905.525.4330 F. 905.525.7258
www.hopaports.ca
Submit questions to HOPA Project Manager: Louis Fortier, Email: [email protected] Cell: (905)-512-6508 Quote:
Due Date: Tuesday July 6, 2021 (2:00PM) Submit: via email to: [email protected] Notes: Bidder is to complete the attached Breakout Price Table as part of their quote submission and include the number of weeks required to complete the work. HOPA needs this work done ASAP due to security reasons and will use this information to evaluate the quotes received.
Hamilton-Oshawa Port Authority Administration Portuaire de Hamilton-Oshawa 605 James St North, Hamilton, Ontario, Canada L8L 1K1 T. 905.525.4330 F. 905.525.7258
www.hopaports.ca
Breakout Price Table (to be submitted as part of quote)
Item Description Total Price Name of sub-contractor
1 Removal and Relocate the landscaping as shown on attached drawing (rocks, bushes/shrubs and soil)
2 Provide new concrete pathway and apron
3 Supply ONLY of new fencing and gate
4 Installation of new fencing and gate
Total (excluding HST)
Quotes are to be valid for minimum 3 weeks from date of submission. Contractor to provide the total time needed (in weeks) to complete all the works from date of award. (assume an award date of July 13, 2021)
NEW ORNAMENTAL
SECURITY FENCING (6' high)
APPROX. 188-ft LONG
(ALL MOUNTED TO
CONCRETE PAD)
NEW REINFORCED CONCRETE
PATH (16' WIDE)
TOTAL AREA=1,428 sf
REMOVE LANDSCAPING FEATURE
(ROCKS, BUSHES & SOIL)
ROCKS TO BE RELOCATED WEST
OF NEW PATH AND REMAINDER TO
BE DISPOSED OFF SITE
EXISTING 10'-8"
WIDE GATE TO
REMAIN
EXISTING 13'
WIDE CONCRETE
PATH TO REMAIN
RELOCATE ALL (11) ROCKS
EAST OF NEW PATHWAY TO
WEST SIDE OF NEW PATHWAY
KEY PLAN
HAMILTON-OSHAWA
PORT AUTHORITY
S
I
M
C
O
E
S
T
.
S
.
OSHAWA
HARBOUR
PROJECT
AREA
NOTES:
THIS DRAWING IS FOR
ILLUSTRATION ONLY.
ALL DIMENSIONS
SHOWN ARE
APPROXIMATED.
CONTRACTOR IS
RESPONSIBLE TO SITE
VERIFY ALL
MEASUREMENTS
DATE:
SCALE: DRAWN BY:
LOCATION
JUNE 24 2021
AS SHOWN LF
PROJECT:
REVISION No:
R1
PROPOSED NEW PATH AND FENCING AT
OSHAWA PORT - WEST HARBOUR
20'-0"
EXISTING FENCE
TO REMAIN
NEW 4' WIDE
PEDESTRIAN
GATE
REMOVE SECTION
OF RAILING AND
GIVE BACK TO
OWNER
14'-8"
85'-11"
15'-3"
40'-7"
5'-10"
16'-0"
16'-0"
6'-3"
16'-2"
NEW REINFORCED CONCRETE
APRON (16' WIDE x 8" THICK)
TOTAL AREA= 380 sf
DATE:
SCALE: DRAWN BY:
LOCATION
JUNE 24 2021
AS SHOWN LF
PROJECT:
REVISION No:
R1
DETAIL DRAWING
BOLLARD
STEPS
16'-0"
GAZEBO
POSTS
NEW FENCING
NEW
CONCRETE
PATHWAY
EXISTING 6" THICK
CONCRETE
PATHWAY
REMOVE SECTION
OF WHITE RAILING
MOUNT NEW 6' HIGH FENCING
OVERTOP OF CONCRETE LEDGE
6'-4"
A
REMOVE AND
DISPOSE OF
INTERLOCKING
BRICK
9"
18"
12"
6"
16'
6"
NEW CONCRETE
PATHWAY
EXISTING
CONCRETE
PATHWAY
C.L. OF NEW
FENCE POST
6"
1
2
" THICK FENCE
POSTS PLATES
AT (4)
5
8
" DIA.
BOLTS EPOXIED
INTO CONCRETE
WITH MIN. 6"
EMBEDMENT
SECTION A
2"2"
REBAR
DETAIL
10M BARS (TOP
LAYER) AT 12" O/C
10M BARS (LOWER
LAYER) AT 12" O/C
PLAN VIEW DETAIL
15'-3"
15'-3"
NEW FENCING
15'-3"
CLEAR BE1’iEN‘t h PICKETS 3.75” [95mm]
II II II II II II II II II II II II II II II II II IIII1±
fri .1•1•
U U U U U U U U U U U U U U U U U U U
NOTE: ENQUIRE ABOUT PANEL WIDTHS OF 95 “ [2432]FOR PANELS ABOVE 72” [1829] HIGH
COLD FORMED STEEL TUBINGINTERIOR & EXTERIOR GALVALUME” COATING
ZAM1U COATED COLD FORMED TUBING(Zinc, Aluminum, Magnesium)COATED INTERIOR AND EXTERIOR
CHROMATE CONVERSION COATINGELECTROSTATICALLY APPUED THERMALLYBONDED POLYESTER POWDER COATINGMINIMUM FILM THICKNESS 2.5mils.
76mm x 76mm (3”x3”) 14GA, 5540 OR 25OWALL
OPTION: 102mm x 102mm (4”x4”) OR152mm x 152mm (6”x6”)
152mm x 152mm x 6mm (6”x6”xj’) OR203mm x 203mm x 13mm (8”x8”x”)
PYRAMID OR BALL
38mm x 64mm (1.” x 2”) 16GA
25mm x 25mm (1” x 1”) 16GASPEAR (SP—9Z), FLEUR DE LIS (SP—7Z)ARROW, FLAT OR SECURITY’ TOP(USE SPEAR SP—9Z UNLESS OTHERWISE NOTED)
12GA STAMPED FORGED(FINISH AS DESCRIBED)
STAINLESS STEEL
STANDARD COLOURS ARE BLACK, SEMI—BLACKBROWN, GREEN, WHITE AND FOREST GREEN.(CUSTOM COLOURS AVAILABLE UPON REQUEST)
FIVE YEARS
ALL TYPES OF GATES AVAILABLETAMPER PROOF NUTS AVAILABLEE—COAT PROTECTION AVAILABLE (ADDITIONAL FIVE YEAR WARRANTY)
liThE DRAWiNG No.
h ON IRAGLIR ffi- GLDIRN IEAGLE m
GtE V CHK’D DATE: JAN 12, 2019
1
MAX. POST CENTRES 101.00” [2565mm]
— PANEL WiDTh 95.75” [2432mm] —
1m
E
dCD
— SPEAR OPTION:PICKET FLEUR DE LIS(SP—9Z) (SP—7Z)
tALTERNATE PICKET OP11ONS:
ARROW FLAT TOP SECURITYWiTh INSERT TOP
FINISHED GRADE
9 1”[235mm]Jç
3.5”[89mm
4.0
[lo2mmL
La” F0[5tnwn) P
SPECIFICATIONS:
POSTS:a PICKETS
RAILS:
FINISH:
POSTS:
POST FLANGES:
POST CAP:
RAILS:
PICKETS:
PRE—PUNCHED RAILSFOR PICKET INSER11ON
PANEL HEIGHT PANEL WIDTH POST CENTERS
UP TO 6FT. HIGH 95 “ [2432mm] 101” [2565mm]
7Ff. AND HIGHER 67 J” [1708mm] 72 “ [1842mm]
RTflNGS:
WELDS:
COLOUR:
WARRANTh
NOTES:
COMMENTS:
IRON EAGLE INDUSTRIES 1256 CARDIFF 8LO.. MISSISSAUGA, ON - L5S 1R1 www.lroneaglelnd.com infocironeagelnd.com TEL: 905 670—2558 FAX: 905 670—2538
MEMORIAL COLLECTIONNUVOTM XIII INFO NUVO IRON
8” [2OJmm]
Atrow HeadPicket lop
10 3/4” [273nm]-3522 3/4” [578mri]—4734 3/4” [883mm]—5944 3/4” tll37mm]—6958 3/4’ [1492mm]—8370 3/4” [1797nm]—9582 3/4” [21O2rm]—10794 3/4’ [2407nn1—119
8” [20Jmm]
POST RAILS & PICKETS• Cold Formed Steel Tubing Exterior and Interior
Galvalume Coating• Chromate Conversion Coating• Electrostatically Applied• Thermally Bonded Polyester Powder Coating• Minimum Film Thickness 2.5 mm• E-coated up to 70”H
POSTS• 3” x 3” (76mm x 76mm) 14 Gauge• Standard Post Spacing 102 1/2” (2604mm) O.C.
36”H to 70”H• Standard Post Spacing 76” (1930mm) O.C.
84”H to 120”H
RAILS• 2 1/2” x 1 1/2” (64mm x 32mm) 14 Gauge
PICKETS• 1 1/2” x 3/4” (36mm x 19mm) 16 Gauge
FITTINGS• 12 Gauge Stamped
WELDS• Stainless Steel
STANDARD PANEL WIDTH• 96” (2438mm) - 36”H to 70”H• 69 1/2” (1765mm) - 84”H to 120”H
STANDARD PANEL HEIGHTS• Refer to Catalogue
STANDARD SINGLE GATE OPENINGSPOSTS
INSIDE
• Refer to Catalogue• Optional Gate Opening Available Upon Request• Optional Lock Box Available
STANDARD COLOURS• High Gloss Black, Flat Black, Textured Black.
ADDITIONAL COLOURS• White, Brown, Green
WARRANTY 10 YEARS
13371 COLERAINE DRIVE, BOLTON, ONTARIO, L7E 3B6, CANADA OFFICE (905) 857-1010FAX (905) 857-9536 - TOLL FREE 1(866) 955-0355 - WWWNUVOIRON.COM - EMAIL: [email protected]
]02 “[2604mmfCenter to Center
(t” 1’)A7Q.-.,,7—“ [95mm] Between Pickets
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Post Ccp Upt ions:
—Specxr:
—Pyroi’U:
4dditiona1 options
—rch Picket
______
9” [229mm]
59 “[1518mm]
I 0.0‘ch LEVEL EROUND
1““““Th: ii ii ii iiiE 1J
3/4”H3/4”H3/4’H3/4”H3/4”H3/4’H3/4”H3/4”H
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— 30” [762mm]
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PRE-PUNCHED RAILSFOR PICKET INSERTION
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