Addendum No. 1ta Qwkra
CAI IRORNIA -
ADDENDUM NUMBER 1
TO: All Prospective Bidders and Plan Holders
FROM: Leonard R. St. Sauver, Construction Manager
DATE: July 19, 2019
SUBJECT: Project No. 2016-08, La Quinta SilverRock Park Venue
The following shall be considered as incorporated into the project plans and specifications
for the above referenced project. Portions of plans and specifications not specifically
mentioned in this Addendum remain in force.
• PROJECT BID DOCUMENTS
Section 1200
Section 1200 is updated with the following:
Add the following to the list of required forms for the bid: 1230-Lake Contractor,
Certification of Bidder's Experience and Qualifications
Section 1210
Section 1210 is replaced with the attached Section 1210 dated July 19, 2019. The
following modifications are included:
• Add Base Bid Item No. 6A: Remove and Replace Soil Stabilization
• Clarify Description for Bid Item 47: Furnish and Install Water Feature per Plans
and Specifications Including All Appurtenances as Shown on the Plans and as
Needed to Make Function. Including but not limited to items listed in Technical
Specifications 18.1, crossing structure, and railing.
• Add Additive Alternate 3: Furnish and Install Floating Fountain and All
Appurtenances as Shown on the Plans and as Needed to Make Function
taQaigra
CALIFORNIA -
Section 1230
Add Section 1230-Lake Contractor:
The Lake Contractor shall submit a complete list of a minimum of five (5) such
previous projects.
Section 1400
Sheet 1400-9, Section 3.3 "Inspection", add the following paragraph after
paragraph 1:
Contractor shall call in daily for inspections, unless otherwise approved by the City,
at Public Works Inspection Hotline 760-777-7097.
Section 2000
Sheet 2000-5, Section 5.3 ""Working Hours", replace the following
paragraph as shown:
As Reads:
October 1 to April 30: Monday - Friday 7:00 AM to 5:30 P.M.
May 1 to September 30: Monday - Friday 6:00 AM to 7:00 P.M.
Amended to Read
Unless otherwise approved by the City:
Monday - Friday 8:00 AM to 5:30 P.M.
Section 4000
Sheet 4000-1, Section 1.0 '"General Requirements", the following is added
after the second paragraph:
This project will have various monitors to ensure environmental compliance. The
Contractor will be required to coordinate with the monitors to allow them to conduct
their work. The monitors have the authority to redirect work away, or if the need
arises halt work, from certain areas in specific cases where birds, artifacts, or fossils
are found. If human remains or possible human remains are encountered,
construction activities in the immediate vicinity should be halted temporarily, and the
Riverside County Coroner's Office should be notified immediately pursuant to state
law.
ta Qa�tra
CAI WORNIA -
Sheet 4000-3, Section 7.0 "Subgrade Preparation and Precise Grading",
Paragraph 2, is replaced with the following:
As Reads:
Rough Grading has been completed by others and is within 1110th of a foot +/- of
the final grade. The area enclosed by the screen wall is within 1 foot of the final
grade. The Contractor is required to precise grade the site per the grades per the
plans.
Is Amended to Read:
Rough Grading has been completed by others and is within 1/10th of a foot +/- of
the subgrade except as follows: the pump area enclosed by the screen wall is within
1-foot of the final grade; the lake is graded within 1/10th of a foot +/- of liner level;
the stream is graded within 1/10th of a foot +/- of water surface elevation. The
Contractor is required to precise grade the site per the grades per the plans.
The Contractor shall remove the green dye used for dust control for the native soil
area between the DG Parking Area and Concrete Path and shall apply clear SoilShield
LS or City approved equal. Soil Stabilization shall be applied per the manufacture.
Compensation for Remove and Replace Soil Stabilization shall be measured and
paid for at the unit price paid per square foot shall include full compensation
in furnishing all labor, materials, tools and equipment, and no additional
compensation will be allowed.
Sheet 4000-14, Section 15.0 "Miscellaneous Metal Items", the following is
added after the third paragraph:
Tubular steel shall also include square shape as called out in the plans.
Pre -galvanized steel for stage railing and fencing is acceptable to use and should
follow Metal Railings 206-5 of the Standard Specifications.
The Contractor may substitute paint for powder coat at no additional cost to the City.
The Contractor shall submit color sample to best match the paint specified prior to
ordering the color. The City has the right to refuse the color samples and require the
Contractor to use paint.
The finish required for the water feature crossing rail shall be brushed'.
• PROJECT PLANS
Plan Sheets 1 and G1
Modify General Note 9 as follows:
As Reads:
October 1 to April 30: Monday - Friday
May 1 to September 30: Monday - Friday
Amended to Read
Unless otherwise approved by the City:
Monday - Friday 8:00 AM to 5:30 P.M.
Plan Sheet G7
t(V QaCu
CA[ IFORNI A -
7: 00 AM to 5: 30 P.M.
6: 00 AM to 7: 00 P.M.
Construction - Water and Sewer, note 14 "Install 8" Meter, 6" Backflow Device and
Isolation Valves (Plug Type) in Vault per CVWD Standards" amended to include:
This item is a future item and shall not be constructed with the project.
Plan Sheets L1.2 and L1.4
Construction Schedule Note 20 amended to read: Tubular Steel Fence per Detail K
on Sheet L1.11 color Light Brown to match the existing SilverRock fence located
along toe of slope of the development.
The Contractor is hereby notified; Addendum No. 1 must be acknowledged as
stipulated under the instructions to Bidders and submitted as part of the Bid.
Failure to do so shall result in the City designating said bid as "Non -Responsive."
APPROV
LeonaR. St. Sauver
Construction Manager
Attachments:
1. Section 1210 dated 7-19-2019
2. Section 1230-Lake Contractor
3. Rough Grading Letter from Surveyor
END OF ADDENDUM NUMBER 1
ADDENDUM NO.1 —DATED JULY 19,2019
SECTION 1210
BID SCHEDULE
PROJECT NO. 2016-08
LA QUINTA SILVERROCK PARK VENUE
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
To Whom It May Concern:
Pursuant to the Invitation to Bid, and in accordance with the provisions therein stated, the
undersigned hereby proposes and agrees that on award by the City under this Bid, to execute a
Contract, with necessary bonds, to furnish and install any and all labor, materials, transportation
and services for City Project No. 2016-08, La Quinta SilverRock Park Venue, in accordance
with the plans and specifications therefore adopted and on file with the City within the time
hereinafter set forth and at the prices named in this Bid. It is understood that the basis of award
shall be the lowest total price of the Base Bid Area plus all Additive Alternates.
Unit prices in each and every case represent the true unit price used in preparing the bid schedule
totals (Bid Form). Unit prices listed herein include material, installation and appurtenant work as
is necessary to have the item complete and in place meeting the full intent of the plans and
specifications. We acknowledge that unbalanced unit prices shall be sufficient cause for the
rejection of our bid.
Bid Schedule 1210-1
ADDENDUM NO.I — DATED JULY 19,2019
BASE BID
UNIT PRICE ITEM TOTAL
ITEM ITEM DESCRIPTION EST. UNIT (in figures) (in figures)
NO. QTY. DOLLARS DOLLARS
GENERAL
1 Mobilization 1 LS $ $
2 Traffic Control 1 LS $ $
3
Dust Control
1
LS
$
$
4
Storm Water Pollution
1
LS
$
$
Prevention Plan (SWPPP)
5
Demolition and Disposal
1
LS
$
$
SITE CONSTRUCTION &
AMENITIES
Site Improvements
6
Subgrade Preparation and
1
LS
$
$
Precise Gradin
6a
Remove and Replace Soil
82,000
SF
$
$
Stabilization
Decomposed Stabilized Granite
7
Over Class II Aggregate Base per
69,943
SF
$
$
Plan
6" P.C.C. Pavement Over Class II
8
Aggregate Base per Plan
1,788
SF
$
$
(Parking)
Interlocking Pavers Over Class II
9
Aggregate Base per Plan (Site
9,167
SF
$
$
Entrance)
Gravel Pavel with 3/8" Crushed
10
Rock Over Class II Aggregate
4,727
SF
$
$
Base with Permaloc per Plan
11
12" Wide P.C.C. Banding Over
346
LF
$
$
Class II Aggregate Base per Plan
12
6" Class II Aggregate Base Over
8,775
SF
$
$
Compacted Native Soil per Plans
13
6" P.C.C. - See Plan for Width(s)
45,158
SF
$
$
14
6" PCC Hardscape per Landscape
2,060
SF
$
$
Plans
15
2" Thick Stabilized Decomposed
4,794
SF
$
$
Granite Trail per Plan
16
6" Concrete Vertical Curb per City
170
LF
$
$
of La Quinta Std. 210
Bid Schedule 1210-2
ADDENDUM NO.1 -DATED JULY 19,2019
UNIT PRICE
ITEM TOTAL
ITEM
ITEM DESCRIPTION
EST.
UNIT
(in figures)
(in figures)
NO.
QTY.
DOLLARS
DOLLARS
17
4" Concrete Rolled Curb per City
114
LF
$
$
of La Quinta Std. 203
Concrete Cross Gutter and
18
Spandrel (Modified with Rolled
806
SF
$
$
Curb) per City of La Quinta Std.
230
2' Transition from 4" Rolled Curb
19
Height to 0" Curb Height per
2
EA
$
$
Plans
20
Parking Lot Wheel Stops per
7
EA
$
$
Plans
21
"Stop Bar" and Legend per
1
EA
$
$
Caltrans Std. A24D and A24E
22
Parking Lot Signage and Striping
1
LS
$
$
23
ADA Site Entrance Sign and Stop
1
LS
$
$
Sign per Plan
36" Wide Truncated Domes per
24
Plans and 2016 CBC
628
SF
$
$
Requirements
6' CMU Irrigation Equipment
25
Screen Wall per City
46
LF
$
$
Freestanding Block Wall
Standard Detail - Final Pay Item
Water/Sewer/Irrigation Improvements
26
6" PVC C-900 Fire Line (Including
876
LF
$
$
Bends and Fittings) per Plans
1 1/2" PVC Schedule 40 Water
27
Line (Including Bends and
976
LF
$
$
Fittings) per Plans
28
Connect to Existing Domestic
1
LS
$
$
Water Meter
6" Fire Hydrant Assembly (Wet
29
Barre[) per CVWD Std. W-33A
2
EA
$
$
and Plans
6" PVC C-900 Irrigation Line
30
(Including Reducer, Gate Valves,
2,486
LF
$
$
Blind Flange, Tees, Bends and
Fittings) per Plans
6" PVC C-900 Irrigation Line
31
Connection to Existing 15" Line
40
LF
$
$
per Plans (Including Gate Valves,
Flan es)
Bid Schedule 1210-3
ADDENDUM NO.1 —DATED JULY 19,2019
UNIT PRICE
ITEM TOTAL
ITEM
ITEM DESCRIPTION
EST.
UNIT
(in figures)
(in figures)
NO.
QTY.
DOLLARS
DOLLARS
1/4" PVC Schedule 40 Water Line
32
(Including Bends and Fittings)
194
LF
$
$
per Plans
6" PVC (SDR-35) Sewer Line
33
(Including Bends, Fittings and
966
LF
$
$
Cleanouts to Grade with Cap) per
Plans
Remove existing Sewer Grinder
34
Pump and install replacement
1
LS
$
$
pump (Equipment Supplied by
City) per Plans
2" HDP SDR 11 Force Main W/
35
Metal Identification Tape Placed
468
LF
$
$
Over Top of Pipe (4' Cover Min.)
per Plans
Site Storm_Drainaae
6" ABS Drain Line at 1.0%
36
Minimum per Plans- Final Pay
4,766
LF
$
$
Item
37
8" HDPE N-12 Storm Drain Line
30
LF
$
$
per Plans- Final Pay Item
38
12" HDPE N-12 Storm Drain Line
105
LF
$
$
per Plans- Final Pay Item
12" Square Area Drain per NDS-
39
1200 and 1210 as per Plans-
1
EA
$
$
Final Pay Item
9" Square Area Drain per NDS-
40
900 and 916 as per Plans- Final
1
EA
$
$
Pa Item
24" Inline Drain Basin per
41
Nyloplast 2824AG with Traffic
1
EA
$
$
Rated Grate per Plans- Final Pay
Item
Trench Drain per NDS Part 550
42
and Cast Iron Grate per NDS Part
47
LF
$
$
554 as per Plans- Final Pay Item
43
8" ABS End Caps per Plans
2
EA
$
$
18" ADS Flared End Section
44
Model No. 1810 NP- Final Pay
1
EA
$
$
Item
300 lb. Rock Rip -Rap per Plans-
45
Final Pay Item
350
SF
$
$
Bid Schedule 1210-4
ADDENDUM NO.1 —DATED JULY 19,2019
UNIT PRICE
ITEM TOTAL
ITEM
ITEM DESCRIPTION
EST.
UNIT
(in figures)
(in figures)
NO.
QTY.
DOLLARS
DOLLARS
Modify 54" Storm Drain,
46
Construct Headwall, and Place'/4
1
LS
$
$
Ton Grouted Rip -Rap Limits per
Plans (Including Trash Rack)
Water Feature
Furnish and Install Water
Feature per Plans and
Specifications Including All
Appurtenances as Shown on
47
the Plans and as Needed to
1
LS
$
$
Make Function. Including but
not limited to items listed in
Technical Specifications 18.1,
crossing structure, and
railing. - Specialty Item
Site Amenities
48
Restroom Building Utility and
1
LS
$
$
Construction Coordination
49
P.C.C. Stage, Stage Apron, Ramp,
1,962
SF
$
$
Rai[inq and Step Slab per Plans
50
Decorative Brick Pavers per Plan
3,944
SF
$
$
51
Stage Retaining Walls per Plans
100
LF
$
$
52
Bike Racks with Concrete Pad per
5
EA
$
$
Plans
53
Benches with Concrete Pads per
8
EA
$
$
Plans
54
Drinking Fountains with Concrete
2
EA
$
$
Pads and Sumps per Plans
55
Tubular Steel Fence and Gates
468
LF
$
$
per Plan
56
Concrete Mow Curb per Plans
2,200
LF
$
$
57
Permaloc Steel Edging per Plans
4,100
LF
$
$
Site Electrical and Lighting
Pedestal, Conduit (Including
58
Empty Conduit), Wire and
1
LS
$
$
Circuiting,per Plans
59
Parking Lot Lighting per Plans
20
EA
$
$
FTo—TPole
Lights per Plans
24
EA
$
$
Bid Schedule 1210-5
ADDENDUM NO.1 - DATED JULY 19,2019
UNIT PRICE
ITEM TOTAL
ITEM
ITEM DESCRIPTION
EST.
UNIT
(in figures)
(in figures)
NO.
QTY.
DOLLARS
DOLLARS
61
Bollards per Plans
6
EA
$
$
62
Ingrade Uplight with Wide Flood
15
EA
$
$
Distribution per Plans
63
Ingrade Uplight with Spot
12
EA
$
$
Distribution per Plans
64
Color Changing Tree Uplights per
36
EA
$
$
Plans
65
Steplights for Stage Area per
3
EA
$
$
Plans
66
Utility Company Service Charges
1
LS
$
$
and Transformer Pad per Plans
67
Panel Boards and Panel Board
1
LS
$
$
Feeders per Plans
68
Pull Boxes per Plans
1
LS
$
$
Landscape and Irrigation
69 Soil Prep and Fine Grade per 1 LS $ $
Plans
70
Weed Abatement per Plans
1
LS
$
$
71
Concrete Vault per Plans
1
LS
$
$
72
Furnish and Install Landscaping
1
LS
$
$
per Plans
Furnish and Install Irrigation per
73
Plans (Includes Filter, Pump,
1
LS
$
$
Concrete Pads and All Fittings)
74
Furnish and Install Boulders per
27
EA
$
$
Plan - "Rustic Brown"
75
Furnish and Install 6" Minus Baja
410
SF
$
$
Cresta Rubble per Plans
76
Furnish and Install 3/8" Apache
660
SF
$
$
Brown Crushed Rock per Plans
Furnish and Install 3/8" Minus
77
Desert Gold Crushed Rock per
66,400
SF
$
$
Plans
78
90-Day Maintenance Period
1
LS
$
$
Total Amount of Bid Items 1 - 78
$
Bid Schedule 1210-6
ADDENDUM NO.1 —DATED JULY 19,2019
ADDITIVE ALTERNATIVES: City may approve any, all, or none of the following items
BID ALTERNATE 1 - Architectural Metal Screens
UNIT PRICE ITEM TOTAL
ITEM ITEM DESCRIPTION EST. UNIT (in figures) (in figures)
NO. QTY. DOLLARS DOLLARS
METAL SCREEN ADD
1 Metal Screens at Amphitheater 1 LS $ $
Platform
Total Amount of Bid Alternate 1 $
BID ALTERNATE 2 - Additional Terrace Walls
UNIT PRICE ITEM TOTAL
ITEM
ITEM DESCRIPTION
EST.
UNIT (in figures) (in figures)
NO.
QTY.
DOLLARS DOLLARS
TERRACE WALL ADD
1
Additional Terrace Walls per
f 1
LS $ $
Plans
2
Additional Irrigation per Plans
1
LS $ $
Total Amount of Bid Alternate 2
$
D1LJ ML I CRIVFI I L a - F UUL I I rUUI ILUII I
ITEM ITEM DESCRIPTION
N0.
FLOATING FOUNTAIN ADD
Furnish and Install Floating
Fountain and All
1 Appurtenances as Shown on
the Plans and as Needed to
Make Function
UNIT PRICE ITEM TOTAL
EST. UNIT (in figures) (in figures)
QTY. DOLLARS DOLLARS
1 1 LS 1 $
I Total Amount of Bid Alternate 3 1 $
Bid Schedule 1210-7
ADDENDUM NO.1 — DATED JULY 19,2019
GRAND TOTAL BASE BID PLUS ALL ADDITIVE ALTERNATES (Figures):
GRAND TOTAL BASE BID PLUS ALL ADDITIVE ALTERNATES (Words):
Bid Amount of each of the above Bid Items must be filled in and completed. It is understood
that the quantities shown hereon are but estimates and the bidder is responsible to verify
quantities prior to submitting a bid. Final payment will be based upon actual work performed,
subject to such adjustments and alterations as elsewhere provided herein.
Signature of Bidder (Ink)
Name of Bidder (Printed or Typed)
Bidder Telephone Number
Bidder Email Address
Bid Schedule 1210-8
ADDENDUM NO.1 —DATED JULY 19,2019
SECTION 1230 - Lake Contractor
CERTIFICATION OF BIDDER'S EXPERIENCE AND QUALIFICATIONS
The undersigned Bidder certifies that he is, at the time of bidding, and shall be, throughout the
period of the contract, licensed under the provisions of Chapter 9, Division 3, of the Business and
Professions Code of the State of California, to do the type of work contemplated in the Contract
Documents. Bidder shall further certify that it is skilled and regularly engaged in the general class
and type of work called for in the Contract Documents.
The Bidder represents that it is competent, knowledgeable, and has special skills on the nature,
extent, and inherent conditions of the work to be performed. Bidder further acknowledges that
there are certain peculiar and inherent conditions existent in the construction of the particular
facilities, which may create, during the construction program, unusual or peculiar unsafe
conditions hazardous to persons and property. Bidder expressly acknowledges that it is aware of
such peculiar risks and that it has the skill and experience to foresee and to adopt protective
measures to adequately and safely perform the construction work with respect to such hazards.
The Lake Contractor Bidder shall list below five (5) projects completed in the last two (2) years of
similar size and complexity that indicate the Bidder's experience as a Lake Contractor.
Project Name:
Owner:
Construction Cost: $
Construction Time:
Owner's Representative:
Owner's Telephone No.:
Date of Substantial Completion:
2. Project Name:
Owner:
Construction Cost: $
Construction Time:
Owner's Representative:
Owner's Telephone No.:
Date of Substantial Completion:
Calendar Days
Calendar Days
Lake Contractor Bidders Experience & Qualifications 1230-1
ADDENDUM NO.1 — DATED JULY 19,2019
I Project Name:
Owner:
Construction Cost: $
Construction Time:
Owner's Representative:
Owner's Telephone No.:
Date of Substantial Completion:
4. Project Name:
Owner:
Construction Cost: $
Construction Time:
Owner's Representative:
Owner's Telephone No.:
Date of Substantial Completion:
5. Project Name: _
Owner:
Construction Cost: $
Construction Time:
Owner's Representative:
Owner's Telephone No.:
Date of Substantial Completion:
Signed this day of
2019.
Calendar Days
Calendar Days
Calendar Days
Name of Lake Contractor Bidder Lake Contractor's License No. DIR Reg No.
Signature of Bidder
Name and Title of Signatory
Lake Contractor Bidders Experience & Qualifications 1230-2
MSA CONSULTING, INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
May 2, 2019
John Gamlin
SilverRock Phase I, LLC
3551 Fortuna Ranch Road
Encinitas, CA 92024
RE: Rough Grade Verification — City of La Quinta Project No. 2016-08
SilverRock Resort Venue Site — MSA JN 2502
Dear John:
This letter is to verify we have completed a field survey review of the rough grade and subgrade
of the SilverRock Resort Venue Site (Project No. 2016-08), in the City of La Quinta, and find the
site to be in substantial compliance with the approved Precise Grading, Paving and Utility Plans
dated June 27, 2019. Subgrade is defined as 0.67 feet below finished grade within drive aisles
and parking areas; and 0.50 feet below finished surface within sidewalk areas.
If you have any questions, please contact our office.
Very truly yours,
J
Douglas dlin, P.L.S. 7964
Survey ager
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34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320 9811 MSACONSULTINGINC.COM