HomeMy WebLinkAbout2004-05-04; City Council; 17619; Brown & Caldwell agreement amendment 1CITY OF CARLSBAD -AGENDA BILL (4- 63
TITLE: AWARD OF PACKAGE “A
APPROVAL OF AMENDMENT NO. 1 TO BROWN AND CALDWELL AGREEMENT FOR ENGINEERING DESIGN SERVICES FOR
THE NORTH BATIQUITOS LIFT STATION IMPROVEMENTS, CITY ATTY.
4B# 17,619
UITG. 05-04-04 I PROJECT NO. 3809 (CITY MGR. IEPT. ENG
RECOMMENDED ACTION:
Adopt Resolution No. 2004-148 accepting bids and awarding Package “A construction contract and approve Amendment No. 1 to Agreement for Engineering Design Services for final design of Package “B” (Brown and Caldwell, Inc.) for the North Batiquitos Lift Station Improvements, Project No. 3809.
ITEM EXPLANATION:
Backnround Information:
The North Batiquitos Lift Station (NBLS) is located on the north shore of Batiquitos Lagoon at 7831 Gabbiano Lane in Carlsbad. It receives wastewater from the east portion of the North Batiquitos Interceptor Sewer (NBI) and pumps the flow to the westerly side of the 1-5 freeway where it flows by gravity to the Encina Water Pollution Control Facility, see Exhibit “I”. The lift station was constructed and placed into operation in 1997. It has a pumping capacity of 2,400 gpm, an emergency reservoir with two hours retention time capacity and an emergency generator.
The corrosive wastewater environment has caused significant damage to metallic equipment in the wet-well of the lift station. Improvements to the lift station have been divided into two phases, referred to as Package “A and Package “B”. Package “A includes improvements necessary to enhance operational safety and reliability, which staff has determined to be most critical and needing immediate improvement. These improvements include replacement of the following items: two cast iron sluice gates with stainless steel sluice gates, a wastewater level switch and the entrance door to the wet well. Additionally a combustible gas monitor will be installed to meet current National Fire Protection Association (NFPA) standards and electrical surge protection equipment will be installed to protect the station’s electrical system, improving the safety and reliability of the lift station.
Package “B” will provide improvements necessary to reduce the corrosive environment within the lift station through ventilation system improvements. Additionally, other operational and safety issues have been identified during recent site investigations and through development of Package “A’. Package “B” will also provide an additional access hatch to allow for a safer means of removing pumps and fittings from the dry well. Additional hatches will also be constructed over the wet well to improve access for cleaning and equipment removal. These improvements will require structural modifications to the lift station and the relocation of several existing electrical conduits located inside the lift station.
Award of Packaqe “A Contract
On December 16, 2003 through the adoption of Resolution No. 2003-329, Council approved plans and authorized the advertisement for bids for Package “A improvements of the North Batiquitos Lift Station. The Engineer’s Estimate for the construction of the project was $1 35,608. Four (4) bids were received on March 25, 2004, which are summarized on Table 1.
TABLE 1 - SUMMARY OF CONSTRUCTION BIDS
With a bid of $91,515, staff has determined that J.R. Filanc Construction Company is the lowest responsive bidder. All bid documents provided by J.R. Filanc Construction Company are in order. Therefore, staff recommends that the City Council award this project contract to J.R. Filanc Construction Company.
Page 2 of Agenda Bill No. 17,6i9
ITEM
Engineering Studies, Design & Staff Overhead Expended To Date
Amendment to Brown & Caldwell Agreement
Construction Costs: Package “A”
Construction (Filanc Bid)
Construction Contingency (1 5%)
Project Administration, Inspection (1 2%)
Total Construction Costs (Package “A”)
I COSTS
$127,000
$59,259
$91,515
$1 3,727
$1 0,982
$1 16,224
TOTAL COST TO DATE’
TOTAL FUNDS APPROPRIATED
RE MA1 N ING FUNDS AVAl LABLE
Sufficient funds are currently available for the construction of Package “A and for the Brown and Caldwell amendment to complete the design of Package “B”. Additional sewer replacement funds for the construction of Package “B” are included in the FY 04-05 Capital Improvement Program.
$302,483
$332,000
$29,517
ENVIRONMENTAL REVIEW:
The proposed rehabilitation work is exempt from CEQA California Code of Regulations
Section 15301 (d) (“restoration or rehabilitation of deteriorated or damaged structures, facilities,
or mechanical equipment.. . .‘I). Therefore, the project satisfies the requirements to be determined
exempt under Section 15301 (d), and a Notice of Exemption has been filed by the Planning Director.
EXHIBITS:
1. Location Map.
accepting bids and awardin Package “A construction contract; and approval of Amendment No. 1 to Agreement for ngineering Design Services for final design of Package “B” (Brown and Caldwell, Inc.) for the North Batiquitos Lift Station Improvements, Project No. 3809.
I! 2. Resolution No. 2004-148
3. Amendment No. 1 to Professional Services Agreement with Brown and Caldwell, Inc., for the
North Batiquitos Sewage Lift Station Improvements, Project No. 3809.
DEPARTMENT CONTACT: Terry Smith, (760) 602-2765, tsmit@ci.carlsbad.ca.us
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
RESOLUTION NO. 2004-148
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CARLSBAD, CALIFORNIA, ACCEPTING BIDS AND AWARDING
PACKAGE “A CONSTRUCTION CONTRACT; AND APPROVAL
OF AMENDMENT NO. 1 TO AGREEMENT FOR ENGINEERING
DESIGN SERVICES FOR FINAL DESIGN OF PACKAGE “B” FOR
THE NORTH BATIQUITOS LIFT STATION IMPROVEMENTS,
PROJECT NO. 3809.
WHEREAS, a study of the North Batiquitos Lift Station, has identified the need for
mprovements to enhance operational safety and includes the repair and replacement of existing
squipment; and
WHEREAS, the project has been divided into two phases, Package “A and Package “B”
Nith Package “A providing improvements identified as most critical for operational safety,
and Package “B” providing additional improvements for the lift station’s operation and
na i nten a n ce ; and
WHEREAS, The proposed rehabilitation work in Package “A is exempt from CEQA under
Zovernment Code Section 15301 (d) (“restoration or rehabilitation of deteriorated or damaged
structures, facilities, or mechanical equipment.. .”); and
WHEREAS, a Notice of Exemption has been filed by the Planning Director for the North
3atiquitos Lift Station Improvements, Package “A; and
WHEREAS, on December 16, 2003 through the adoption of Resolution No. 2003-329, the
2ity Council approved plans and specifications for the North Batiquitos Lift Station Improvements,
’ackage “A; and
WHEREAS, four (4) sealed bids were received on March 25, 2004 for the project; and
WHEREAS, staff has determined J.R. Filanc Construction Company submitted the lowest
esponsive and responsible bid on the project; and
WHEREAS, the bid submitted by J.R. Filanc Construction Company, of $91,515 is below
he engineers cost estimate of $1 35,608; and
WHEREAS, the total estimated construction cost for the Package “A is $1 16,224; and
WHEREAS, an agreement with Brown and Caldwell, Inc., (Agreement) provided the
lesign services through final design of Package “A and preliminary design of Package “B”; and
/I
4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
WHEREAS, City staff recognizes the need for and recommends the improvements
provided in Package “B”; and
WHEREAS, Amendment No. 1 to the Agreement will provide for the final design of
Package “B”; and
WHEREAS, a mutually satisfactory fee of $59,259 for the services has been negotiated;
and
WHEREAS, Amendment No. 1 to the professional services agreement with Brown and
Caldwell, Inc., has been prepared and is attached hereto.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Carlsbad,
California, as follows:
1.
2.
That the above recitations are true and correct.
That the bid of $91,515 submitted by J.R. Filanc Construction Company for the
North Batiquitos Lift Station Improvements, Package “A is accepted and the Mayor is hereby
authorized to execute a contract therefore.
3. That the City Manager is hereby authorized to approve construction change orders
JP to $13,727 for the J.R. Filanc Construction Company for the North Batiquitos Lift Station
Improvements, Package “A.
4. That the award of this contract is contingent upon J.R. Filanc Construction
Zompany executing the required contract and submitting the required bonds and insurance
Dolicies, as described in the contract, within twenty (20) calendar days of adoption of this
-esolution. The City Manager may grant reasonable extensions of time.
5. That the proposal by Brown and Caldwell, Inc., in the amount of $59,259 for the
inal design of Package “B” is accepted and approved and the Mayor is hereby authorized and
lirected to execute the amendment.
I1
I1
I/
I1
I1
I1 Page 2 of Resolution No. 2004-148
5
24
25
26
27
28
PASSED, APPROVED AND ADOPTED at a regular meeting of the Carlsbad City Council
held on the 4th day of blav , 2004 by the following vote, to wit:
AYES: Council Members Lewis, Finnila, Kulchin, Hall and Packard
1
5
4TTEST /7
Page 3 of Resolution No. 2004-148
(SEAL)
PWENG345
P112783
AMENDMENT NO. 1 TO AGREEMENT FOR ENGINEERING
DESIGN SERVICES FOR MODIFICATIONS TO THE
NORTH BATlQUlTOS LIFT STATION
(BROWN AND CALDWELL, INC.)
-% This Amendment No. 1 is entered into and effective as of the /t9 day of , 200%, amending the agreement dated June 3, 2003
(the "Agreedent") by and betwee the City of Carlsbad, a municipal corporation, ("City"), and
Brown and Caldwell, Inc., a California corporation, ("Contractor") (collectively, the "Parties") for
engineering services including design of wastewater pump station improvements.
)37m
RECITALS
A. The Parties desire to alter the Agreement's scope of work to provide additional
professional and engineering services including design of wastewater pump station
improvements; and
B. The Parties have negotiated and agreed to a supplemental scope of work and fee
schedule, which is attached to and incorporated by this reference as Exhibit "A", Scope of
Services and Fee.
NOW, THEREFORE, in consideration of these recitals and the mutual covenants
contained herein, City and Contractor agree as follows:
1. In addition to those services contained in the Agreement, as may have
been amended from time to time, Contractor will provide those services described in Exhibit "A".
With this Amendment, the total annual Agreement amount shall not exceed one hundred fifty
eight thousand three hundred ninety two dollars ($1 58,392).
2. City will pay Contractor for all work associated with those services
described in Exhibit "A on a time and materials basis not-to-exceed fifty nine thousand two
hundred fifty nine dollars ($59,259). Contractor will provide City, on a monthly basis, copies of
invoices sufficiently detailed to include hours performed, hourly rates, and related activities and
costs for approval by City.
3. Contractor will complete all work described in Exhibit "A" by June 3,2005.
4. All other provisions of the Agreement, as may have been amended from
time to time, will remain in full force and effect.
5. All requisite insurance policies to be maintained by Contractor pursuant to
the Agreement, as may have been amended from time to time, will include coverage for this
Amendment.
1
City Attorney Approved Version #05.22.01
6. The individuals executing this Amendment and the instruments referenced
in it on behalf of Contractor each represent and warrant that they have the legal power, right and
actual authority to bind Contractor to the terms and conditions of this Amendment.
CONTRACTOR CITY OF CARLSBAD, a municipal
corporation of the State of California
WN AND CALDWELL, INC.,
lifornia corporation
City Clerk
**By:
(sign here)
(print namehitle)
(e-mail address)
If required by City, proper notarial acknowledgment of execution by contractor must be attached.
If a Corporation, Agreement must be signed by one corporate officer from each of the following
two groups.
*Group A.
Chairman,
President, or
Vice-president
**Group B.
Secretary,
Assistant Secretary,
CFO or Assistant Treasurer
Otherwise, the corporation must attach a resolution certified by the secretary or assistant
secretary under corporate seal empowering the officer(s) signing to bind the corporation.
APPROVED AS TO FORM:
RONALD R. BALL, City Attorney n
2
City Attorney Approved Version #05.22.01
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of San Dieno
On hv;, 14w 4 before me,
personally appeared &w@ rZ-khoo(y
Barbara K. Farkas, Notary Public \ Date ,
Place Nolaly Seal Above
known to me
on the basis of satisfactory
to be the
- Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of form to another document.
Title or Type of Document:
Document Date: Ll oy
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer I- -
Partner - 0 Limited 0 General
Attorney in Fact
Signer is Representing:
1988 NatIonaI Notary *.u)cI&Ion - 8350 Dm Solo Avr , P 0. Box 2402 * Cbbworth. CA 91313-2bQ2 * www natlonalnotmryorg Prd No. 5907 Ra0rd.r Call Toll-Fm 1600-8766827
EXHIBIT “A”
SCOPE OF SERVICES AND FEE
Itemized List of what Contractor will do for City and at what price.
City Attorney Approved Version # 05.22.01
3
Attachment “A”
SCOPE OF WORK
City of Carlsbad
NORTH BATIQUITOS LIFT STATION MODIFICATION
PACKAGE B (35% to Final)
February 17,2004
BACKGROUND
The North Batiquitos hft Station (NBLS) is located on the north shore of the Batiquitos
Lagoon, east of Interstate Highway 5. The pump station receives raw wastewater from
eastern segment of the North Batiquitos Interceptor (NBI) and pumps it to the remaining
segment of the NBI. The conveyed wastewater eventually reaches the Encina Water
Pollution Control Facility (EWCF) for treatment. Built in 1997, the NBLS has a rated
capacity of 1,210 gallon per minute (gpm) or 1.74 million gallons per day (mgd). Several
years of operation exposed to corrosive hydrogen sulfide have taken its toll on several lift
station elements that now need replacement or rehabllitation. The pump station requires
improvements to some mechanical equipment and installation of a hoisting mechanism to
facilitate safe removal of equipment in the drywell. Additionally, an effective means of
reducing sulfides in the NBI is necessary to reduce corrosion of metaUic components in the
pump station and concrete structures along the alignment and to reduce odors, particularly
at commercial and residential areas along Avenida Encinas.
The NBLS is an underground structure with a dry pit/wet pit configuration. The Motor
Control Center (MCC) and Emergency Power Generator (EPG) are placed at ground level,
housed in a building located adjacent to the dry well. Sewage entering the wet well is
comminuted by a channel monster, screened through a manually cleaned coarse screen, and
free falls into one of three pump suction boxes. Flow to the pump station is controlled by
two cast iron sluice gates. The first, when open, allows wastewater from the NBI to reach
the wet well; when closed, wastewater overflows to the 154,000-gallon underground
emergency reservoir located east of the pump station structure. The second gate, which is
normally closed, enables wastewater from the emergency reservoir to flow back to the wet
well. The combined volume of the emergency storage tank, the influent collection system
and the wet well provides 2 hours of detention time at a peak flow of 2,414 gpm (3.5 mgd).
The NBLS wet well ventilation system was designed to include a 1,600 cfm supply fan and a
2,000 cfm exhaust fan. The ventilation system was designed primarily to prevent the
accumulation of high levels of corrosive hydrogen sulfide gas in the wet well. Over the years
of operation, both fans have corroded and have not been replaced. The 18-inch (9W-ell and
45O-ell combination) discharge ducts at ground level have been removed at the connecting
flange. The City has installed a portable fan on one flange to continually supply air into the
wet well. Foul air in the wet well is exhausted through the other 18-inch duct into the
atmosphere. Supplemental ventilation using portable units is required during operation and
maintenance visits to this confined space.
The dry well consists of three A‘IT AC 100-HP vertical non-clog centrifugal pumps with
mechanical seals and a dual sump-pump assembly. The upper mezzanine of the dry well
NBLS Mods SOW Pckg B - V5 Page 1 of 7 211 7104
Attachment “A”
contains the three-phase electrical motors, flow meter display, and hydraulic motors for the
grinder.
The dry well ventilation system consists of in-line fans and a vertical air duct that penetrates
the northwest comer of the building and connects into a horizontal duct along the west side
once it reaches the bottom level. The in-he supply fan is located at the motor level while
the exhaust fan is at the base of the vertical exhaust duct located on the northeast comer of
the building @ump level).
The City of Carlsbad (City) has selected Brown and Caldwell (BC) to provide engineering
design and construction services for this project. Equipment replacement and/or lift station
modifications are focused on improving the safety of City personnel in performing their day-
to-day job and the operation of the pump station. In addition, the City has instructed BC to
look into ways to reduce odors and sulfide-related corrosion in the North Batiquitos
Interceptor (NBI), particularly along Avenida Encinas where odor has been a concern of
neighboring areas. For budgeting and scheduling purposes, the project has been divided into
three packages: . . Package A - Immediate Replacements
Package B - NBLS Modifications
Package C - Odor Control Study
BC completed the Package A design in December 2003. It is anticipated that this package
will be out to bid early 2004.
The Package B Preliminary design Report will be complete in February-March 2004 and
consist of the following:
9 Pyect Snmmary
9 Conclusions and Recommendations
9 Construction cost estimates
9 Technical speGiJications table of contents
9 35% design drawings consisting ofthe following I I ” x 17” dramigs:
o
o
o
o
Civil- Site Plan, Yard P@ng (I Sheet)
Structural - Roof Slab Modzjcations, Hoisting Sjstems (2 Sheets)
Mechanical - Wet Well HVAC Improvements (2 Sheets)
Electbcal - Site Plan, Single Line Diagram, Power Control Plan (3 Sheets)
The HVAC improvements under Package B are strongly influenced by the results of the
odor dispersion modeling being performed under Package C, which will be completed in
February 2004.
Under Package Cy BC is required to 1) characterize the collection system by sampling and
monitoring odor-related parameters; and 2) recommend the best alternative for controhg
odors at the NBLS and possibly downstream of the NBLS force main discharge. BC is in
the process of evaluating liquid and gas phase odor control options, including the option to
disperse the odors into the atmosphere through a stack. The City requested BC to develop
NBLS Mods SOW Pckg B - V5 Page 2 of 7 211 7104
Attachment “A”
an air dispersion model to evaluate whether dispersion can effectively reduce the odors from
the malodorous plume leaving the NBLS. The results of the air dispersion model will dictate
whether an odor control system should be included in the Package B design or if a stack is
sufficient.
The scope of work that continues the Package B design up to the final design stage and bid
phase services requested by the City is described below.
SCOPE OF WORK
Package B involves design and bid phase services for elements that will improve the
operation and maintenance of the lift station by providing means to safely remove pumps
and fittings from the drywell, to access the wet well for equipment and solids removal, to
adequately and permanently ventdate the wet well for operator access and corrosion control.
Some details of the needed work are provided below.
Wet WeL? Modqfcutions
Ventilation Svstem: Poor ventilation in the wet well results in corrosion of the
metallic elements that exist. Moreover, the capacity of the existing system is
inadequate for workers safety; operators must rely on a portable system to ventilate
during wet well maintenance activities. Therefore, one of the project objectives is to
provide the wet well with a ventilation system that complies with applicable codes
and standards, ensures safe operation, and reduces the corrosion potential in the wet
well.
Wet Well Access for Equbment and Solids Removal. Current conditions require
operators to manually carry the equipment (e.g., the Channel Monster) up the stairs
when servicing or replacing the equipment. In addition, the existing access holes
result in inhibited access of vactor hoses to the solids and scum that collects in the
wet well. This project will address the access restrictions.
D7y Well Modqfcutions
Pum~ and Fittinps Removal. Removal of pumps and fittings located in the bottom
floor currently requires that the pump motors and shafts be removed prior to lifting
the equipment to the mezzanine level and subsequently to grade level. Under this
package, a new hoisting mechanism will be evaluated, designed, and finally
implemented to allow safe and easy removal of the pumps and parts from below
without having to remove the motors and shaft.
Drainape for Existing Hatches: Three aluminum hatches located above each pump
motor facllitates removal of the motors using a boom truck parked at grade. When
the hatches were installed, there were no provisions to drain runoff that collects
within the hatch frames. During rain events and maintenance wash downs, water
fills the hatch frames and eventually drips onto the motors and mezzanine floor
below. Under this package, BC wdl design a new drainage system that will collect the
NBLS Mods SOW Pckg B - V5 Page 3 of 7 211 7104
Attachment “A”
water from the hatch frames and divert it to the existing dry well sump where sump
pumps wdl convey it to the wet well.
Odor Control Improvements
The scope of work and the accompanying fee estimates assumes that a stack is
adequate to control odors. Should the air dispersion model show that treatment is
necessary, BC can provide the City with a scope of work and fee estimates associated
with incorporating an odor control system with the HVAC design.
Task B.l- Proiect Manarement
B.l.l - Project Management Plan
BC shall update the Project Management Plan (PMP) that was prepared for Package A, B
and C work performed thus far.
B.1.2 - Internal Cost Control System
BC shall utilize a cost control system to monitor the weekly progress of the project.
B.1.3 - Scheduling
BC shall develop a Microsoft Project-based project schedule that highlight milestone dates
and task duration. A copy shall be provided to the City Project Manager upon request.
It is anticipated that the completion of Package B (taking it from 35% to final design) will
take about three months.
B. 1.4 - Meetings
The BC shall attend two 2-hr meetings with the City staff in the process of performing the
Work. Meeting notes shall be distributed to pertinent City staff for review via e-mail. BC
shall submit via e-mail the ha1 meetings notes incorporating comments received.
Task B.2 - 70% Desim I
Under this task, BC shall advance the 35% deslgn to the 70% design level. This effort will
involve the preparation and delivery of the following:
0 Technical specifications in Construction Specification Institute (CSI) format (based on
BC standards)
NBLS Mods SOW Pckg B - V5 Page 4 of 7 211 7/04
Attachment “A”
0 70% Design drawings prepared in Autocad 2000 format of the following:
1. General drawing and cover sheet showing the vicinity map, symbols,
abbreviations, and other data necessary to interpret the drawings (1 sheet)
2. Civil
P Site plan, yard piping (1 sheet)
P Duct routing and stack details (1 sheet)
P General Notes (1 sheet) > New Roof Slab Hatches plan, section and details (2 sheets) > HVAC Equipment and Duct Supports (1 sheet)
> Hatch Drainage (1 sheet)
P HVAC and Stack plan, profile and details (1 sheet)
> Abbreviations (1 sheet) > Single Line Diagram (1 sheet) > Electrical Plan (1 sheet)
P Electrical Details (1 sheet)
3. Structural
4. Mechanical
5. Electrical
Deliverables
At the end of this phase, BC shall submit the following to the City for review:
0 Five (5) hardcopies of the Technical Specifications associated with the 70% design
(no front end specifications shall be submitted)
Five (5) 11 ” x 17” hardcopies of the 70% design drawings 0
Review
The CONSULTANT shall attend a 2-hour review meeting to discuss comments on the 70%
design documents with CITY O&M and engineering staff. Comments and resolutions
resulting from this meeting shall be recorded in meeting minutes and incorporated into the
design. Following the meeting, BC shall begin developing the 100% design documents.
Task B.3 - 100% Design
Under this task, BC shall advance the 70% design to the 100% design level. This effort wiU
involve the preparation and delivery of the following
0 100% design technical specifications in Construction Specification Institute (CSI)
format (based on BC standards) with the City’s front end specifications
100% Design drawings prepared in Autocad 2000 format, incorporating comments
received on the 70% design drawings
0
Deliverables
NBLS Mods SOW Pckg B - V5 Page 5 of 7 211 7104
Attachment “A”
At the end of this phase, BC shall submit the following to the City for review:
0 Five (5) hardcopies of the Technical Specifications associated with the 100% design,
including the City’s front end specifications
Five (5) 11” x 17” hardcopies of the 100% design drawings
Five (5) copies of construction cost estimate
0
0
Review
The CONSULTANT shall attend a 2-hour review meeting to discuss comments on the
100% design documents with CITY O&M and engineering staff. Comments and
resolutions resulting from this meeting shall be recorded in meeting minutes and
incorporated into the final design. Following the meeting, BC shall begm developing the
final design documents.
. Task B.4 - Final Design
Under this task, the CONSULTANT shall advance the 100% design to the final design level.
This effort will involve the preparation and delivery of the following:
0 Project Notebook containing engineering calculations and/or data for determining
civil, hydraulic and electric or structural requirements as applicable
Construction cost and schedule estimates
Complete set of Contract Specifications, including
0
0
a) b) Technical specifications in Construction Specification Institute (CSI)
c)
City front end documents (General Provisions); and
format (based on BC standards)
Complete design drawings prepared in Autocad 2000 format
Deliverables (Final Design)
The CONSULTANT shall submit the following final design documents:
1. Two (5) 11” x 17” sets of the Final Design drawings
2. One set of signed mylars
3. One set of electronic drawings in Autocad format
4. One (1) set of Final Project Notebook
5. One (1) set of “camera ready” Final Construction Specifications
6. One set of electronic construction specifications in MS Word format
7. One hardcopy and one electronic copy of the Construction Cost Estimate
NBLS Mods SOW Pckg B - V5 Page 6 of 7 211 7/04
Attachment “A”
Task B.5 - Biddinp Services.
Services under this task include providing the City staff with assistance during the biddmg
phase of the project. Construction services wdl be based on a three-month bidding and
award period.
This task shall include responding to prospective bidders’ questions and requests for
information (RFI) during bidding and award period, preparing contract document addenda,
and attendmg one (1) two-hour pre-bid meeting.
BC, at no additional cost, shall prepare one (1) addendum resulting from BC errors or
omissions. All other addenda shall be negotiated on a case-by-case basis. (Addenda shall
include written addenda descriptions, changes to the Specifications, changes to the
Drawings, and other written documentation required by the City.)
FEE ESTIMATE
See attached spreadsheet.
END OF SCOPE OF WORK
NBLS Mods SOW Pckg B - V5 Page 7 of 7 2/17/04
Apr-01-04 03:05pm From-Brown 8 Caldwel I
&Omm CERTIFICATE OF
~ __ ~
PRODUCER Lockton Companies 444 W. 471h Sueel, Suite 900 Kansas City Mo64112-1906
’L (816) 960-9000
BROWN AND CALDWELL AND ITS WHOLLY
201 NORTH ClMC DRIVE WALNUT CREEK CA 94596
1051211 OWNED SUBSIDIARIES AND AFFILIATES
COVERAGES BROCAOl PA
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMEhrr WITH RESPECT TO WHICH THE CEKnFlCATE MAY BE I? ItWD OR
‘A BAP 9379489-00
OCCUR 0 CL~IW we NOT APPLICABLE I EXCES3 UABlUTY b
I 1 I I I
DESCRIPTION OF OmmnomocAnmH-cutmNs ADOED BY ENDORSME~WSFECUL PROMSONS E MOIIIFKATIONM NORTH BALlQUrrOS LIFTSTATION, CITY OFCARLSBADIS NAMED AS ADDITIONALMSURED W/ RESPECTS
TO GENeRALLIABILi7YONLY.
CARLSBAD CA 92008
Apr-01-04 03:62pm From-Brown I Caldwel I - -
POLICY NUMBER:
L'
925 9334850 T-073 P. 004/004 F-384
COMMERCIAL AUTO CA 20 48 02 99
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ 1T CAREFULLY.
DESIGNATED INSURED
This endorsement modifies insurance provided under the following:
Business Auto Coveiage Form
Garage Coverage Form Motor Carrier Coverage Form Truckers Coverage Form Business Auto Physical Damage Coverage Form
With respect to coverage provided by this endorsment, the provisions of the Coverage Form apply unless modiied by the endorsement.
This endorsement identifies person(s) or organization(s) who are "in6UredS" under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form.
This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below-
Endorsement Effective: 3/26/2004
Named Insured; Brown and Caldwell \ L/ SCHEDULE
Name of~erson(s) or Organization(s1:
Any person or organization with whom you have agreed, through written contract, agreement or permft, executed prior to the loss, to provide primary additional insured coverage.
City of Car-sbad
(If no entry appears above. information required to complete this endorsement will be shown in the Declarations as applicable to the endorsement.)
Each person or organization shown in the Schedule is an "insured" for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the W ha Is An Insured Provision contained in Section II of the Coverage Form.
CA 20 48 02 99
C__'
Copyright, Insurance Services Office, Inc. I998 Page I of 1
Certificate ID : 1936277
Misc Actachmenr : M36933 03/25/2004
Apr-01-04 03:SZpm From-Brown d Caldwel I .. - r
'W'
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - PRIMARY COVERAGE
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE FORM
SCHEDULE
Any person or organization with whom you have agreed, through wribn contract, agreement or permit, executed prior to the loss, to provide primary additional insured coverage.
WHO IS AN INSURED (Section II) is amended to indude as an insured the person or organization shown in,the Schedule, but only with respect to liability arising out of your work for that insured by or for you.
Furthermore, the following is added to SECTION IV COMMERCIAL GENERAL LlABlLtN CONDITIONS PW~Ph
4. Other insurance: 4. Other Insurance
d) This insurance is primary for the person or organitation shwon in the schedule, but only with respect to liability arising out of your work for that insured by or for you. Other insurance afforded to that insured will apply as excess and not contribute as primary to the insruance afforded by this endorsement.
All other terms and conditions of this policy remain unchanged.
Policy Number: GLO 9379494-00
Certificate ID : 1936277
Misc Attachment : M36930 03/25/2004