Silva Property RFP - Addendum 2

Addendum No. 2
SILVA PROPERTY DRIVEWAY IMPROVEMENT PROJECT
To:
Request for Bid Recipients
From: Zachary Alexander
Date: August 5, 2014
Re:
Addendum No. 2
Bidders must acknowledge receipt of this Addendum No. 2 by signing below and including this
page in their bids. Addendum No. 1 consists of:
1.
Responses to questions submitted after the Pre-bid Tour. See attached Exhibit 1.
2. Sign in Sheet from Mandatory Pre-bid tour. See Exhibit 2.
A contractor’s company name was incorrect on the sign-in sheet. The incorrect name has
been struck out in Exhibit 2.
The undersigned has carefully examined the following Addendum No. 1:
_______________________________
____________________________
____________
Contractor’s Name
Company
Date
Silva Property Driveway Improvement Project
Addendum No. 2
August 5, 2014
Page Intentionally Blank
Silva Property Driveway Improvement Project
Addendum No. 2
August 5, 2014
ADDENDUM NO. 2 – EXHIBIT 1
SILVA PROPERTY DRIVEWAY IMPROVEMENT PROJECT
AUGUST 5, 2014
Questions and Answers
1)
Q:
Does the 268 C.Y. fill dirt need to be imported from off site, or can the site be
balanced?
A:
The 268 cubic yards of engineered fill that is detailed in the plans needs to be imported
from off site. Only 167 cubic yards of cut can be used as engineered fill, as it is anticipated that
100 cubic yards of the total cut will be high in organic matter and unsuitable for engineer fill.
2)
Q:
Can the water tank be repaired, filled and used to supply water for the construction
since it would need to be filled soon after anyway to keep the new tank filled with water after
the tie-in?
A:
No. You must important water from off-site.
3)
Q:
For unit prices, can you clarify the size of pipe, type of pipe, and length of pipe for the
culvert replacement?
A:
As detailed in the plans, there are three existing 12” diameter culverts, and one 18”
diameter culvert. If replacement is required, the culverts should be replaced in kind, and
extended per details in the plans. The pipes are constructed from corrugated steel.
4)
Q:
For the tree removal unit prices, can you clarify if you would like the tree to be cut in
pieces, disposed off site, or fall in place?
A:
The tree does not need to be cut into pieces, but would need to moved and disposed of
on site.
Silva Property Driveway Improvement Project
Addendum No. 2
August 5, 2014
Exhibit 2
PRE-BID ATTENDANCE SHEET
SILVA PROPERTY DRIVEWAY IMPROVEMENTS PROJECT
MANDATORY SITE MEETING
JULY31,2014
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
NAME
ORGANIZATION
CONTACT INFORMATION
1.
CALVAC PAVING
2.
UfJ~t~te;l-h
&rV"' ; ca:"
JOB & SONS CONSTRUCTION
CALVAC PAVING
[email protected]
408.225.770
2645 Pacer Lane, San Jose CA 95111
JOB & SONS CONSTRUCTION
[email protected]
415.368.4351
[email protected]
3.
GALES PAVING INC
4
·::fo:,t c0 { Q\(\C\.
GUERRA CONSTRUCTION
LEE PELLICCIOTTI
GALEB PAVING,INC
408.2534747
[email protected]
48-591-3598 (mobile)
GUERRA CONSTRUCTION
Rafael
408.279.2027
[email protected]
page 1
PRE-BID ATTENDANCE SHEET
SILVA PROPERTY DRIVEWAY IMPROVEMENTS PROJECT
MANDATORY SITE MEETING
JULY31,2014
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
NAME
5.
A-~~
Bv- 1-tav
ORGANIZATION
DURAN AND VENABLES
CONTACT INFORMATION
MIKE GARZA
DURAN AND VENABLES
408.934.7300
[email protected]
6
.
7.
\Loyky ~\)~
-· ;;::?(Cffi\_
GRADETECH INC
TKO GENERAL ENGINEERING &
CONSTRUCTION
GRADETECH INC.
[email protected]
PO Box 1728, San Ramon, CA 94583
51 0-733-0390
(Lorie)
TKO GENERAL ENG'G &
CONSTRUCTION
Tim Oden
[email protected]
P 0 Box 620698, Wdsde CA 94062
650-465-4354
8.
Arwr--~
I~'-1 v'tt.
ALANIZ CONSTRUCTION INC
ALANIZ CONSTRUCTION, INC.
[email protected]
haroldalanizpaving.com
510.770-5000 (office)
510.376.3075 (Harold)
page2
Addendum 1.
PRE-BID ATTENDANCE SHEET
SILVA PROPERTY DRIVEWAY IMPROVEMENTS PROJECT
MANDATORY SITE MEETING
JULY31,2014
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
NAME
9.Gd.-s I
Fu-e~J\c\(
CONTACT INFORMATION
ORGANIZATION
{;ec_ k <f G"o(~ (',,"?iv<tci#-
~c)~,~~
a_~{
5~~
1"/cu~-e
#' .:14-0
f(eprs ·Cfoc~~c; ~~
N)M/<'e"+
~2.
G&l<o G Co•'-'5tu<!c'\: cJ,i,.;c::Q
('3
5)
:;2
Addendum No. 2
10.
11.
12.
page 3
3 (cfla~ J/O ~