HomeMy WebLinkAbout159-07 RESOLUTION.1
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4S 1501- 03
City of Fayetteville, Arkansas
Water and Wastewater Department
David Jurgens, Director
PROJECT MANUAL
FOR
CONSTRUCTION CONTRACT NUMBERS EL -1 & EL -2
FAYETTEVILLE WASTEWATER SYSTEM
IMPROVEMENT PROJECT
June 2007
ENGINEER OWNER
Garver Engineers LLC
1088 East Millsap Road
Fayetteville, AR 72703
City of Fayetteville
Water and Wastewater
• Department
113 West Mountain Street
Fayetteville, Arkansas 72701
PROJECT MANUAL
Project Name: Wastewater System Improvements Project
Contract Name: Construction Contract Numbers EL -1 & EL -2
Contract No.: EL -1 Lift Station; EL -1 Force Main; EL -2 Gravity Line
Wastewater System Improvements Pr4lect
Fayetteville, Arkansas
City of Fayetteville Project No. 02133-0311
Engineer's Project No. 0605-1300
Engineer:
0000Ib Project Title Page
1
Garver Engineers LLC
1088 East Millsap Road
Fayetteville, AR 72703
Telephone (479) 527-9100
Fax (479) 527-9101
00001-1 Garver Project No. 0605-1300(1)
DOCUMENT 00900 - ADDENDUM NO. 1:
Issued to All Bid Document Holders. of Record
Date• July 18, 2007
Project Name: Fayetteville Wastewater System Improvements Project
Contract Name: Construction Contract Numbers EL -1 & EL -2
Contract No.: EL -1 Lift Station; EL -1 Force Main; EL -2 Gravity Line
Project Nos.: 02133-0311
Bid No.: 07-57
This Addendum forms a part of the Contract described above. The original Contract Documents
and any prior Addenda remain in full force and effect except as modified by the following which
shall take precedence over any contrary provisions in the prior documents.
ADDENDUM NO. 1.
DOCUMENTS:
1. Pages 00005-1 to 3 — Index and Certification: Replace with revised pages 0005-1 to 3
(enclosed).
2. Pages 00010-1 to 4 — Table of Contents: Replace. with revised pages 00010-1 to 4
enclosed
3. Page 00120-2 — Invitation to Bid: Replace "purchase price of Two Hundred Dollars
($200.00)" with "purchase price of Two Hundred and Fifty Dollars ($250.00)".
4. Pages 1 to 140 — Property Descriptions and Side Letters as of 06-27-2007: Add 2 pages
after page 140 (enclosed).
5. Pages 00400-1 to 9 — EL -1 Lift Station Bid Form: Replace with Revised pages 00400-1
to 9 (enclosed).
6. Pages 00400-1 to 12 — EL -2 Gravity Line Bid Form: Replace with Revised pages 00400-
1 to 12 (enclosed).
7. Page 00700-10 — General Conditions: Replace Paragraph 5.02.A. 2.a with the following:
a. Umbrella General Liability of $5,000,000 for any contract over
$1,000,000, and an Umbrella General Liability of $2,000,000 for any
contract Less than or equal to $1,000,000
SPECIFICATIONS:
8. Pages 01025-1 to 19 — Measurement and Payment: Replace with revised pages 01025-1
to 19 (enclosed).
9. Pages 02223-1 to 7 — Explosives and Blasting: Replace with revised pages 02223-1 to 7
(enclosed).
Addendum No. 1.doc
00900-1 Garver Project No. 0605-1300(1)
DOCUMENT 00900 - ADDENDUM NO. 1 (continued)
10.
to 9 (enclosed).
11.
pages 02624-1
12. Pages 02722-1
(enclosed).
13.
14.
(enclosed).
15. Pages 11306-1 to 14 - Sewage Pump Station: Replace with revised pages 11306-1 to 14
(enclosed).
16. Pages 15100-1 to 4 - Sewer Valves: Replace with revised pages 15100-1 to 4 (enclosed).
Pages 02615-I to 8 - Ductile Iron Pipe and Fittings: Replace with revised pages 02615-1
Pages 02624-1 to 6 - Fiberglass Reinforced Pipe and Fittings: Replace with revised
to 7 (enclosed).
to 7 - Sanitary Sewer Systems: Replace with revised pages 02722-1 to 8
Pages 09900-1 to 5 - Painting: Replace with revised pages 09900-1 to 5 (enclosed).
Pages 09960-1 to 10 - Interior Coatings: Replace with revised pages 09960-1 to 10
CONTRACT DRAWINGS:
17. ace with revised drawing (enclosed).
18. Replace with revised drawing (enclosed)
19. Replace with revised drawing (enclosed).
20. Replace with revised drawing (enclosed).
21. Replace with revised drawing (enclosed).
22. Replace with revised drawing (enclosed).
23. Replace with revised drawing (enclosed).
24. Replace with revised drawing (enclosed).
25. Replace with revised drawing (enclosed).
26. Replace with revised drawing (enclosed).
27. Replace with revised drawing (enclosed).
28. Replace with revised drawing (enclosed).
29. Replace with revised drawing (enclosed).
30. Replace with revised drawing (enclosed).
31.Replace with revised drawing (enclosed).
32.Replace with revised drawing (enclosed).
33. -1 to EC -12. Replace with revised drawings EC -1 to EC -12 (enclosed).
INDEX. Repl
Drawing C3.
Drawing C9.
Drawing C10.
Drawing C13.
Drawing C14.
Drawing C15.
Drawing C16.
Drawing C17.
Drawing C18.
Drawing C23.
Drawing C24.
Drawing C25.
Drawing D7.
Drawing D12.
Drawing D16.
Drawings EC
Addendum No. 1.doc
00900-2 Garver Project No. 0605-1300(1)
DOCUMENT 00900 - ADDENDUM NO. 1 (continued)
Each Bidder shall acknowledge receipt of this Addendum by affixing his signature below, by
noting this Addendum on his Bid Form, and by attaching this Addendum to his Bid.
Garver Engineers LLC (Engineer)
1088 East Millsap Road
Fayetteville, AR 72703
ACKNOWLEDGEMENT
The undersigned acknowledges receipt of this Addendum and the Bid submitted is in accordance
with information, instructions and stipulations set forth herein.
END OF ADDENDUM NO.1
Addendum No. 1.doc
Bidder: Ro s erre)
CoNs-ngcucrrGust L.CC
BY: (2C�Sec
Date: 7/31/07
00900-3 Garver Project No. 0605-1300(1)
City of Fayetteville, Arkansas
Wastewater System Improvement Project
Contract Numbers EL -1 & EL -2
EL -1 Lift Station; EL -1 Force Main; EL -2 Gravity Line
DOCUMENT 00005 — INDEX AND CERTIFICATION PAGE
SPECIFICATION INDEX
DOCUMENT /
DIVISION
DESCRIPTION
NUMBER
OF PAGES
00120 to 00945
00120
00140
00200
00400
00400
00400
00410
00430
00450
00500
00550
100610
1100611
00612
00900
00930
00931
100932
00940
q 00945
Division 1
01025
01110
01250
01270
01290
01290.01
01290.02
11 01290.12
101290.14
01290.15
01320
01321
01325
01330
01330.01
01420
Invitation to Bid through Work Change Directive
Invitation to Bid
Bidder's Qualifications Statement
Instructions to Bidders
EL -1 Force Main Bid Form
EL -1 Lift Station Bid Form
EL -2 Gravity Line Bid Form
Bid Bond
List of Subcontractors
Equipment Questionnaire
Agreement Form
Notice to Proceed
Performance Bond
Labor and Material Payment Bond
Maintenance Bond
Addenda and Modifications
Request for Interpretation
Field Order'
Request for Proposal
Change Order
Work Change Directive
General Requirements
Measurement and Payment
Summary of Work
Contract Modification Procedures
Unit Prices
Payment Procedures
Application for Payment
Schedule of Values
Certificate of Substantial Completion
Contractor Affidavit for Final Payment
Subcontractor Affidavit for Final Payment
Project Meetings, Schedules, and Reports
CPM Schedule
Construction Photographs
Submittals
Submittal Information Block
Definitions and Standards
00005 -Index & Certification.doc (Addendum No.l) 00005- 1
85
5
4
12
8
9
12
2
1
1
13
2
3
4
1
2
1
1
1
1
2
109
19
4.
2
2
2
2
1
1
2
1
5
8
5
10
1
4
Garver Pr4lect No. 0605-1300(1)
01530
01560
01580
01600
01631
01631.01
01700
01750
01780
01785
Division 2 -
Temporary Barriers and Controls
Temporary Utilities and Facilities
Project Identification and Signs
Equipment and Materials
Substitutions
Substitution Request Form
Training
Manufacturer's Field Services
Contract Closeout
Warranties
Site Construction
6
7
2
6
3
2
3
2
6
3
122
02050
02100
02161
02200
02221
02223
02227
02229
02261
02271
02272
02314
02575
02600
02601
02602
02615
' 02616
02622
02624
02640
02665
02710
02722
02723
02830
Division 3 -
03100
03200
03300
03400
03600
Division 4 —
Division 5 -
05500
Lift Station Abandonment
Site Preparation
Excavation Safety
Excavation, Embankment, Backfill, and Grading
Trenching, Backfilling, and Compacting
Explosives and Blasting
Aggregate Materials
Rock Removal
Site Restoration
Geotextile Filter Fabric
Riprap
Steel Encasement Pipe And Carrier Pipe Installation
Pavement, Sidewalk, and Curb & Gutter Repair
Pipelaying
Cast -In -Place Manholes
Pre -Cast Concrete Manholes
Iron Pipe and Fittings
Polyethylene Encasement
PVC Solid Wall Pipe
Fiberglass Reinforced Pipe and Fittings
Valves, Hydrants and Accessories
Water Systems
Drain Lines
Sanitary Sewer Systems
Sewer Pipe Plugs
Chain Link Fence and Gates
Concrete
2
6
2
8
7
7
2
2
12
2
2
7
4
6
4
5
9
3
4
7
5
2
3
8
1
5
21
Concrete Formwork'
Concrete Reinforcement
Cast -In -Place Concrete
Precast Concrete
Grout
Masonry
3
2
10
4
2
0
Metals
3
Miscellaneous Metalwork
00005 -Index & Certification.doc (Addendum No.1) 00005- 2
3
Garver Project No. 0605-1300(1)
Division 6 -
Division 7 -
I
Division 8 -
Division 9 -
Wood And Plastics
Thermal And Moisture Protection
Doors And Windows
Finishes
0
0
0
21
09900
09960
09961
Division 10 -
Painting
Interior Coatings
Exterior Coatings
Specialties
5
10
6
0
Division 11 -
11306
Division 12 -
Division 13 -
Equipment
Sewage Pump Station
Furnishings
14
14
0
Division 14 -
Divi
ision 15 -
15100
15880
Division 16 -
16000
16010
16050
16060
16100
16120
16190
16195
16263
16426
16452
16481
16490
Special Construction
Conveying Systems
Mechanical
0
0
8
Sewer Valves
Odor Control Devices
Electncal
Scope of Work
Basic Electrical Requirements
Basic Electrical Materials and Methods
Trenching and Backfill for Underground Electrical Systems
Raceways
Wires and Cables
Supporting Devices
Electrical Identification
Emergency Standby Power System
Transient Voltage Surge Suppressors
Grounding
Motor Starters
Pump Control Panel
00005 -Index & Certification.doc (Addendum No.1) 00005- 3
4
4
104
4
23
8
7
9
9
7
5
15
4
7
4
2
Garver Project No. 0605-1300(1)
00005
00010
ii
00100
00120
00140
00200
TABLE OF CONTENTS
Contract Name
Contract No.:
INTRODUCTORY INFORMATION
Index and Certification
Table of Contents
Construction Contract Numbers EL -1 & EL -2
EL -1 Lift Station; EL -1 Force Main; EL -2
Gravity Line
BID SOLICITATION
Invitation to Bid
Bidder's Qualifications Statement
Instructions to Bidders
Property Descriptions and Side Letters As of 07-18-2007
AHTD Utility Accomodation Permit
AHTD Driveway Permit
00400 BID FORMS AND SUPPLEMENTS
00400 EL -1 Force Main Bid Form
00400 EL -I Lift Station Bid Form
00400 EL -2 Gravity Line Bid Form
004,0 . Bid Bond
030 04
List of Subcontractors
00450 Equipment Questionnaire
00500
AGREEMENT
00500 Agreement Form
00550 Notice to Proceed
00600
006 0
006 1
006(2
00700
BONDS AND CERTIFICATES
Performance Bond
Labor and Material Payment Bond
Maintenance Bond
CONTRACT GENERAL CONDITIONS
Table of Contents
Contract General Conditions
00800 SUPPLEMENTARY CONDITIONS
Prevailing Wage Determination
29 CFR Part 1926 Subpart P, OSHA Standards
00900 MODIFICATIONS
00900 Addenda and Modifications
00930. Request for Interpretation
00931 Field Order
00932 Request for Proposal
00940 Change Order
00945 Work Change Directive
DIVISION 1 • GENERAL REQUIREMENTS
01025 Measurement and Payment
00010 -Table of Contents.doc (Addendum No.1) 00010- 1
00005-1 to 4
00010-1 to 4.
00120-1 to 5
00140-1 to 4
00200-1 to 12
1 to 142
1tol0
Ito3
00400-1 to 8
00400-1 to 9
00400-1 to 12
00410-1 to 2
00430-1 to 1
00450-1 to 1
00500=1 to 13
00550-1 to 2
00610-1 to 3
00611-1 to 4
00612-1 to 1
00700 TOC- l to 4
00700-1 to 42
1 to 4 •
1 to 40
00900-1 to 2
00930-1 to 1
00931-1 to 1
00932-1 to 1
00940-1 to 1
00945-1 to 2
01025-1 to 19
Garver Project No.0605-1300(1)
01110
01250
01270
01290
01290.01
01290.02
01290.12
01290.14
01290.15
01320
01321
01325
01330
01330.01
01420
01530
01560
01580
01600 •
01631
01631.01
01700
01750
01780
01785
Summary of Work
Contract Modification Procedures
Unit Prices
Payment Procedures
Application for Payment
Schedule of Values
Certificate of Substantial Completion
Contractor Affidavit for Final Payment
Subcontractor Affidavit for Final Payment
Project Meetings, Schedules, and Reports
CPM Schedules
Construction Photographs
Submittals
Submittal Information Block
Definitions and Standards
Temporary Barriers and Controls
Temporary Utilities and Facilities
Project Identification and Signs
Equipment and Materials
Substitutions
Substitution Request
Training
Manufacturer's Field Services
Contract Closeout
Warranties
DIVISION 2 - SITE CONSTRUCTION
02050 Lift Station Abandonment
02100 Site Preparation
02161 Excavation Safety
02200 Excavation, Embankment, Backfill and Grading
02221 Trenching, Backfilling, and Compacting
02223 Explosives and Blasting
02227 Aggregate Materials
02229 Rock Removal
02261 Site Restoration
02270 Environmental Specifications
02271 Geotextile Fabric
02272 Riprap
02314 Steel Encasement Pipe and Carrier Pipe Installation
02575 Pavement, Sidewalk, Curb and Gutter Repair
02600 Pipelaying
02601 Cast -In -Place Manholes
02602 Pre -Cast Concrete Manholes
02615 Iron Pipe and Fittings
02616 Polyethylene Encasement
02622 PVC Solid Wall Pipe
02624 Fiberglass Reinforced Pipe and Fittings
02640 Valves, Hydrants and Accessories
02665 Water Systems
02710 Drain Lines
02722 Sanitary Sewage Systems
02723 Sewer Pipe Plugs
02830 Chain Link Fence and Gates
00010 -Table of Contents.doc (Addendum No.1)
00010- 2
01110-1 to4
01250-1 to 2
01270-1 to 2
01290-1 to 2
01290.01-1 to 2
01290.02-1 to 1
01290.12-1 to 1
01290.14-1 to 2
01290.15-1 to 1
01320-1 to 5
01321-1 to 8
01325-1 to 5
01330-1 to 10
01330.01-1 to 1
01420-1 to 4
01530-1 to 6
01560-1 to 7
01580-1 to 2
01600-1 to 6
01631-1 to 3
01631.01-1 to 2
01700-1 of 3
01750-1 to 2
01780-1 to 6
01785-1 to 3
02050-1 to 2
02100-1 to 6
02161-1 to 2
02200-1 to 8
02221-1 to 7
02223-1 to 7
02227-1 to 2
02229-1 to 2
02261-1 to 12
02270-1 to 22
02271-1 to 2
02272-1 to 2
02314-1 to 7
02575-1 to 4
02600-1 to 6
02601-1 of4
02602-1 of 5
02615-1 to 9
02616-1 to 3
02622-1 to 4
02624-1 to 7
02640-1 to 5
02665-1 to 2
02710-1 to 3
02722-1 to 8
02723-1 to 1
02830-1 to 5
Garver Project No. 0605-1300(1)
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1�
1
DIVISION
03100
03200
03300
03400
03600
DIVISION
Not Used
DIVISION
05500
DIVISION
Not Used
3 -CONCRETE
Concrete Formwork
Concrete Reinforcement
Cast -In -Place Concrete •
Precast Concrete
Grout
4 — MASONRY
5 - METALS
Miscellaneous Metalwork
6 - WOOD AND PLASTICS
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
Not Used
DIVISION 8 - DOORS AND WINDOWS
Not Used
DIVISION 9 - FINISHES
09900 Painting .
09960 Interior Coatings
09961 Exterior Coatings
DIVISION 10 - SPECIALTIES
Not Used
DIVISION
11306
DIVISION
No (Used
DIVISION
Not Used
11 - EQUIPMENT
Sewage Pump Station
•
12 - FURNISHINGS
13 - SPECIAL CONSTRUCTION
DIVISION 14 - CONVEYING SYSTEMS
Not Used
DIVISION
15100
15880
15 - MECHANICAL
Sewer Valves
Odor Control Devices
DIVISION 16 - ELECTRICAL
16000 Scope of Work
160, 0 Basic Electrical Requirements
16050 Basic Electrical Materials and Methods
16060
16100
16120
16190
16195
Trenching and Backfill for Underground Electrical Systems
Raceways
Wires and Cables
Supporting Devices
Electrical Identification
00010 -Table of Contents.doc (Addendum No.1) 00010- 3
03100-1 to 3
03200-1 to 2
03300-1 to 10
03400-1 to 4
03600-1 to 2
n/a
05500-1 to 3
n/a
n/a
n/a
09900-1 to 5
09960-1 to 10
09961-1 to 6
n/a
11306-1 to 14
n/a
n/a
15100-1 to 4
15880-1 to 4
16000-1 to 4
16010-1 to 23
16050-1 to 8
16060-1 to 7
16100-1 to 9
16120-1 to 9
16190-1 to 7
16195-1 to 5
Garver Project No. 0605-1300(1)
16263 Emergency Standby Power System
16426 Transient Voltage Surge Suppressors
16452 Grounding
16481 Motor Starters
16490 Pump Control Panel
END OF DOCUMENT 00010
00010 -Table of Contents.doc (Addendum No.1) 00010- 4
16263-1 to 15
16426-1 to 4
16452-1 to 7
16481-1 to4
16490-1 to 2
Garver Project No. 0605-1300(1)
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cae evl le
Y ARKANSAS
THE CITY OF FAYETTEVILLE, ARKANSAS
ENGINEERING DIVISION
IDecember 8, 2006
aMarvin B. Osborn
2900 West 6 Street
Fayetteville, AR 72701
I RE' Wastewater Treatment Plant Project — Water/Sewer Easement Acquisition
Tract # E-7-51
il
Response to Counter -Offer Parcel#765-15224-000 •
Dear Mr. Osborn:
Now that the Wastewater Treatment Plant is under construction on the West side of town and the Noland Plant
is being renovated on the East side, we are in the process of continuing the easement acquisition process for the new
lines for the east side of town.
I
In June, 2005, you were presented an offer to purchase a permanent easement of 10 feet, and rental for a 50 -
foot temporary construction and grading easement. You presented us with a written counter offer in August and we
Iare in receipt of that counter. Keep in mind that your property has been appraised by a certified real estate appraiser
and that damages were not considered on this parcel because there is already an above ground line in the existing
easement.
Altho
h we are not able to
t
our
we would like to
property n'the loss of storage space due to hav ng fullcounter
ground line built on this sproperty and woider some uld like to
I
offer you damages for this in the amount of $3,000.00.
The City hereby reiterates its original offer of the fee simple value of $1,800.00 for the rights associated with
I the permanent easement area of 7,963 square feet (0.18 acre) and $850.00 for the rental of the property within the
temporary construction and grading easement area of 35,400 square feet (0.81 acre). The value of the rental for the
TCE is figured at 10% of the fee simple value ($10,000X10%). The City would like to add damages of $3,000.00 for
loss of storage space. The City's total offer for permanent easement, TCE and damages for loss of storage is
1 $5,650.00.
• Should you elect to accept this offer, the Water/Sewer Easement contained herein should be executed by all
parties with current ownership interest in this particular property. The document should be notarized and returned to
the City of Fayetteville. A City Land Agent will be pleased to witness and notarize the execution of the documents if
you will advise our office accordingly. Upon receipt of the document, a check will be requested and you will be paid
the amount indicated in this offer.
A copy of the Water/Sewer Easement is included for your records. We can provide a copy of the recorded
easement upon your request and at the appropriate time. Please provide us with a Social Security Number or a Tax
Identification Number (Corporation) so that a check can be issued. A Vendor Form is provided for this purpose.
Payment normally takes three weeks to one month from the time of receipt of this Vendor Form.
Please contact a City Land Agent, Holly Jones (479-444-3414) or Jill Goddard (479-444-3407) and they will be
I, pleased to meet with you to discuss this project with you or notarize the signatures associated with these documents.
Thank you for your cooperation.
Sine rly, I
lI ri
'urge
Wate nd
DJ/hi
,Enclosure
113 West Mountain
is; P E
astewater Director
72701 479-575-8206
FAX 479-575-8202
(Addendum No.1)
1
•
ayeevle
ARKANSAS
1 THE CITY OF FAYETTEVILLE, ARKANSAS ENGINEERING DIVISION
1
1
1
1
1
1
1
1
1
1
1
i
1
Parcel #765-14266-000 EL7-Tract 27
Parcel #765-14264-001 EL7-Tract 28
Wastewater Treatment Plant Project
RIGHT OF ENTRY AGREEMENT
That, We, Richard and Linda Fritz owners of the real property located at 3596 East
Huntsville Road, Fayetteville, Arkansas, hereby authorize the independent contractor winning
the bid in June, 2007 for WSIP EL2, its employees, agents and subcontractors to enter upon
the two tracts (27 and 28) we own in relationship to this project to construct a 42" sewer line for
the City of Fayetteville, Arkansas.
This Agreement is conditioned on the fact that our property will be treated with respect
by all who enter upon it and will be left in a condition as good as it was found or better at the
completion of this project. Execution of this agreement shall not constitute a release for any
damages caused by the negligent or intentional acts of said construction contractor, its
employees, agents and/or subcontractors.
Dated thi` day of /fpr ;' 7 2007.
`e Fritz J �.
e
I 113 West Mou tain 72701 479-575-8206
FAX 479-575-8202
(Addendum No.1)
T
DOCUMENT 00400 - BID FORM
Project Name Wastewater System Improvement Project
Contract Name: Construction Contract Numbers EL -1 & EL -2
Contract No.: EL -1 Lift Station
BID TO:
Owner The City of Fayetteville, Arkansas
113 West Mountain Street
Fayetteville, Arkansas 72701
BID FROM:
Bidder:
V
Ros PQ Cewarefcr77cw ,GCc
P d Box /I On
cS pR..,ic,c----�u, A10, 655/ *I
ARTICLE 1- INTENT
1.01
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an
agreement with Owner in the form included in the Contract Documents to perform and
furnish all Work as specified or indicated in the Contract Documents for the Bid price and
within the Bid time indicated in this Bid and in accordance with the other terms and
conditions of the Contract Documents.
ARTICLE 2 TERMS AND CONDITIONS
2.01
Bidder accepts all of the terms and conditions of the Invitation to Bid and Instructions to
Bidders, including without limitation those dealing with the disposition of Bid security. This
Bid will remain subject to acceptance for 90 days after the. day of Bid opening. Bidder will
sign and deliver the required number of counterparts of the Agreement to the Engineer prior
the Owner's consideration to approve the Agreement. Within 15 days after the Owner's
approval of the Agreement the Contractor shall deliver the required number of Bonds,
insurances and other documents required by the Bidding Requirements .
00400.EL-1 Lift Station -Bid Form.doc
(Addendum No.1)
00400 - 1 Garver Project No. 0605-1300(1)
(4
DOCUMENT 00400 - BID FORM (continued)
ARTICLE 3 - BIDDER'S REPRESENTATIONS
3.01 In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that:
A. Bidder has examined and carefully studied the Bid Documents, and the following
Addenda, receipt of all which is hereby acknowledged:
Number
/
Date
B. Bidder has visited the Site and become familiar with and is satisfied as to the general,
local, and Site conditions that may affect cost, progress, performance, and furnishing
of the Work.
C. Bidder is familiar with and is satisfied as to all federal, state, and local Laws and
Regulations that may affect cost, progress, performance, and furnishing of the Work.
Bidder has carefully studied all: (1) reports of explorations and tests of subsurface
conditions at or contiguous to the Site and all drawings of physical conditions in or
relating to existing surface or subsurface structures at or contiguous to the Site; and
(2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site.
Bidder acknowledges that such reports and drawings are not Contract Documents and
may not be complete for Bidder's purposes. Bidder acknowledges that Owner and
Engineer do not assume responsibility for the accuracy or completeness of
information and data shown or indicated in the Bid Documents with respect to
Underground Facilities at or contiguous to the Site.
E. Bidder has obtained and carefully studied (or assumes responsibility for having done
so) all such additional or supplementary examinations, investigations, explorations,
tests, studies, and data concerning conditions (surface, subsurface, and Underground
Facilities) at or contiguous to the Site or otherwise which may affect cost, progress,
00400.EL-1 Lift Station -Bid Form.doc
(Addendum No.1)
00400 — 2 Garver Project No. 0605-1300(1)
DOCUMENT 00400 - BID FORM (continued)
performance, or furnishing of the Work or which relate to any aspect of the means,
methods, techniques, sequences, and procedures of construction to be employed by
Bidder and safety precautions and programs incident thereto.
F. Bidder does not consider that any additional examinations, investigations,
explorations, tests, studies, or data are necessary for the determination of this Bid for
performing and furnishing of the Work in accordance with the times, price, and other
terms and conditions of the Contract Documents.
Bidder is aware of the general nature of work to be performed by Owner and others
at the Site that relates to Work for which this Bid is submitted as indicated in the
Contract Documents.
Bidder has correlated the information known to Bidder, information and observations
obtained from visits to the Site, reports, and drawings identified in the Contract
Documents, and all additional examinations, investigations, explorations, tests,
studies, and data with the Contract Documents.
I. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or
discrepancies that Bidder has discovered in the Contract Documents, and the written
resolution thereof by Engineer is acceptable to Bidder.
J. The Contract Documents are generally sufficient to indicate and convey
understanding of all terms and conditions for performing and furnishing the Work for
which this Bid is submitted.
K. This Bid is genuine and not made in the interest of or on behalf of any undisclosed
person, firm, or corporation and is not submitted in conformity with any agreement or
rules of any group, association, organization, or corporation; Bidder has not directly
or indirectly induced or solicited any other Bidder to submit a false or sham bid;
Bidder has not solicited or induced any person, firm, or a corporation to refrain from
bidding; and Bidder has not sought by collusion to obtain for himself any advantage
over any other Bidder or over Owner.
00400.EL-1 Lift Station -Bid Form.doc
(Addendum No.1)
00400 — 3 Garver Project No. 0605-1300(1)
DOCUMENT 00400 - BID FORM (continued)
L. Bidder will perform the Work in compliance with all applicable trench safety
standards set forth in Occupational Safety and Health Administration (OSHA)
Part 1926 - Subpart P - Excavations.
ARTICLE 4 - BID PRICE
4.01 Bidder will complete the Work in accordance with the Contract Documents for the following
price(s):
NOTE: The description of item 13.1 is to be completed by Bidder. Bidder is to fill in blank with
type of pipe proposed for use. Approved alternatives for use in the noted items are:
1. Ductile Iron Pipe (DIP);
2. Fiberglass Reinforced Pipe (FRP)
Item
Description
/ Est.
Quantity Unit Unit Price Total Amount
1.1 Mobilization
2.1 Site Work
3.1 Trench and Excavation Safety,
1 LS
$ $
1 LS
$,_ $
1 LS
$ $
4.1 Erosion Control
1 LS
$ $
5.1 Maintenance of Traffic
1 LS
6.1 Construction Staking 1 LS
7.1 Trench Compaction Testing
1 LS
$ $
8.1 Air Release Valve Assembly 1 EA
9.1 4' I.D. Sanitary Sewer Manhole, 0' to 8' Depth 5 EA
$ $
10.1 4' I.D. Sanitary Sewer Manhole Additional
Depth
00400.EL-1 Lift Station -Bid Form.doc
(Addendum No.1)
65 VF
00400-4 Garver Project No. 0605-1300(1)
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
DOCUMENT
00400
- BID
FORM
(continued)
18" Gravity Sewer Trench Excavation and 260 LF
11.1
Backfill $ $
12.1 Rock Excavation 1,800 CY
$
$
13.1 18" Gravity Sewer Pipe 260 LF
$ $
14.1 Authorized Undercut and Granular Backfill 50 CY
$ $
15.1 Crushed stone for Traffic Bound Surfacing, Base 150
Course and/or Backfill
ON
$
Private Driveway Abandonment and
16.1 I LS
\
Replacement $ $
17.1 Lift Station EL -I Access Drive K ; 150 SY
$ $
18.1 Construction, Installation, and Startup for Lift 1 LS
Station El -1 $ $
19.1 Lift Station Active • . o on
1 Sys
em 1 EA
$ $
20.1 Air Release Valve P t .
ve Od.
Control System 1 EA
$ $
21.1 Abandon Existing Lift ation EL -1 1 LS
$ $
22.1 Connect 18" Gravity Sewer to Existing Manhole 1 EA
$ $
23.1 Interior Coating Existing Concrete Manhole 90 SF
$ $
24.1 Interior Coating Proposed Concrete Structures 2,300 SF
$ $
25.1 Exterior Coating Proposed Concrete Structures 3,000 SF
$ $
26.1 24'.' RC Pipe Culvert (Class III)
00400.EL-1 Lift Station -Bid Form.doc
(Addendum No.1)
40 LF
00400— 5 Garver Project No. 0605-1300(1)
DOCUMENT 00400 - BID FORM (continued)
27.1 24" RC Flared End Section (Class III)
4 EA
$ $
28.1 Replace Existing Fence
300 LF
$ $
29.1 6' Chain Link Fence 450 LF
30.1 16' Double Swing Gate
1 EA
$ $
31.1 Pipe Bollard 8 EA
32.1 1" Water Service Line
120 LF
$ $
33.1 Water Line Backflow Preventer
1 EA
34.1 1" Frost Proof Yard Hydrant
1 EA
$ $
35.1 Water Meter Setting and Pressure Regulator
TOTAL BID PRICE EL -1 Lift Station
il/O 48ia
1 EA
$ $
($ )
Words Numbers
B. Bidder acknowledges that quantities are not guaranteed and final payment will be
based on actual quantities determined as provided in the Contract Documents.
ARTICLE 5 - CONTRACT TIMES
5.01 Bidder agrees that the Work will be substantially completed and ready for final payment
within the number of calendar days indicated in the Agreement.
5.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of
failure to complete the Work within the times specified in the Agreement.
00400.EL-1 Lift Station -Bid Form.doc
(Addendum No.1)
00400 — 6 Garver Project No. 0605-1300(1)