HomeMy WebLinkAbout0019_3_Temescal Canyon Bridge - Exhibit B AgreementsPROPOSAL
Date
2/8/2017
Proposal #
F715
Attention
Attn: Mr. Julian Perez
City of Lake Elsinore
Public Works Dept.
521 North Langstaff Street
Lake Elsinore, CA 92530
Location Of Work
Temescal Canyon Road,
Parapet Concrete Wall
Repairs at Bridge,
Lake Elsinore, Ca
Project
Total
Title:___________________________________
Date:___________________________________
ACCEPTED:
By:_____________________________________
ACCEPTANCE:
By signing below, this proposal becomes a legally binding
contract subject to the terms and conditions contained herein.
PROPOSAL CONTITONS ATTACHED AS EXHIBIT "A"
Any work not mentioned above shall not be accounted for and will be charged as an extra.
Payments to be made bi-weekly as the work progresses to the value of 90% of all work
completed. The entire amount of contract to be paid within 30 days after completion.
DM Contracting, Inc. thanks you for the opportunity to
present our cost proposal. We hereby propose to
furnish all material, labor, equipment, insurance and
supervision necessary to complete the following:
Lic. # 771187
We are a certified DBE and SBE CUCP # 41935
State of California Certified Small Business # 1750410
Public Works Contractor Registration # 1000001550
1065 Harber Drive, Colton, CA 92324
Phone: 909.824.7071 Fax: 909.824.1547
Email: dave@dmengineeringinc.com
Description UnitQtyItem #Rate Total
Concrete Parapet Wall Repairs at Temescal Bridge Location:
Saw cut existing 8" thick parapet concrete wall, 4 locations 3' h vertical cuts, 3
locations 5' lf horizontal cuts , and 1 location 10' lf horizontal cut.
1)
Break, demo, and remove 4 areas of existing damaged and/or broken
concrete parapet wall along with displaced #5 rebar, approx. 85' sf.
Haul-away all debris to legal dump site.
2)
Use pneumatic hand-held demo hammers during the demo and break-away
process.
3)
Drilling and doweling with #5 re-bar at 8" min. depth fixed and embedded.
Approx. 33 drill points for #5 re-bar at 9" on center, and 16 drill points for
horizontal dowels. Grout with epoxy adhesive using HILTI or equivalent.
4)
Place, tie, and install #5 re-bar prior to pouring concrete material.5)
Form, pour, and finish using high early strength concrete mix design with
5000 psi.
6)
Strip away lumber, brackets, supports, etc, from concrete after 3 days, and
clean up areas.
7)
Total = LS1 37,552.00 37,552.00
Note:
Base bid includes only the items and scope of work specifically mentioned
above (DM portion of work only).
Exclusions:
New metal guardrail approach system, asphalt dike at guardrail, retrofitting
work, post tension concrete, permits, testing, utilities, traffic control, asphalt
patching, road work, weekend work. Items to be relocated, re-routed, raised,
lowered, terminated, disconnected, and/or capped. Removal and haul-off of
existing broken and/or damaged guard rail materials.
$37,552.00