HomeMy WebLinkAboutRes.2814.05-05-2014BILL NO. 14-65
RESOLUTION NO. ag
A RESOLUTION AUTHORIZING THE CITY MANAGER TO
EXECUTE A CONTRACT WITH JOKERST, INC., FOR
THE EXTENSION OF THE BUSINESS PARK SANITARY
SEWER
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CAPE
GIRARDEAU, MISSOURI, AS FOLLOWS:
ARTICLE 1. The City Manager, for and on behalf of the
City of Cape Girardeau, Missouri, is hereby authorized to
execute a Contract with Jokerst, Inc., for the extension of the
Business Park Sanitary Sewer, in the City of Cape Girardeau,
Missouri. The Agreement shall be in substantially the form
attached hereto as Exhibit A, which document is hereby approved
by the City Council, with such changes therein as shall be
approved by the officers of the City executing the same.
PASSED AND ADOPTED THIS 5 Wi DAY OF 2014.
2014.
Harry E. hediger, Mayor
ATTEST:
Gayl L. Conrad, City Clerk
CITY OF CAPE GIRARDEAU
Business Park Sanitary Sewer
STANDARD FORM OF AGREEMENT
BETWEEN OWNER AND CONTRACTOR
ON THE BASIS OF A STIPULATED PRICE
THIS AGREEMENT is dated as of the day of in the year
2014 by and between the City of Cape Girardeau, Missouri (hereinafter called OWNER)
and Jokerst Incorporated (hereinafter called CONTRACTOR).
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set
forth, agree as follows:
Article 1. WORK.
Contractor to furnish and install approximately 3,600 linear feet of 15" diameter
sanitary sewer main, improve an existing lift station and decommission an existing lift
station. All fittings and other appurtenances, as indicated in the. project plans and
specifications are to be included. The location for the work to be performed under
these Contract Documents is along the west side of Williams Creek from the
intersection of Veterans Memorial Drive and County Road 618 to the north side of
LaSalle Ave.
Article 2. ENGINEER.
The City Engineer or his or her designee is to act as OWNER'S representative, assume all
duties and responsibilities and have the rights and authority assigned to ENGINEER in the
Contract Documents in connection with completion of the Work in accordance with the
Contract Documents.
Article 3. CONTRACT TIMES.
3.1 The work will be substantially completed within 180 calendar days after the date when
the Contract Times commence to run as provided in paragraph 2.3 of the General
Conditions, and completed and ready for final payment in accordance with paragraph
14.13 of the General Conditions within 210 calendar days after the date when the Contract
Times commence to run.
3.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the
essence of this Agreement and that OWNER will suffer financial loss if the Work is not
completed within the times specified in paragraph 3.1 above, plus any extensions thereof
allowed in accordance with Article 12 of the General Conditions. They also recognize the
delays, expense and difficulties involved in proving the actual loss suffered by OWNER if
the Work is not competed on time. Accordingly, instead of requiring any such proof,
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OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a
penalty) CONTRACTOR shall pay OWNER $1200.00 for each day that expires after the
time specified in paragraph 3.1 for Substantial Completion until the Work is substantially
complete. After Substantial Completion, if CONTRACTOR shall neglect, refuse or fail to
complete the remaining Work within the time specified in paragraph 3.1 for completion and
readiness for final payment or any proper extension thereof granted by OWNER,
CONTRACTOR shall pay OWNER $1200.00 for each day that expires after the time
specified in paragraph 3.1 for completion and readiness for final payment.
Article 4. CONTRACT PRICE.
OWNER shall pay CONTRACTOR for completion of the Work in accordance with the
Contract Documents an amount in current funds equal to the sum of the amounts
determined pursuant to paragraphs 4.1 below:
4.1 For all Unit Price Work, an amount equal to the sum of the established unit price for
each separately identified item of Unit Price Work times the estimated quantity of that item
as indicated in the bidding documents.
TOTAL OF ALL UNIT PRICES: Eight hundred forty thousand six hundred twenty-
three dollars and forty cents ----- ($840,623.40)
Article 5. PAYMENT PROCEDURES.
CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the
General Conditions. Applications for Payment will be processed by ENGINEER as
provided in the General Conditions.
5.1 Progress payments; Retainage. OWNER shall make progress payments on account
of the Contract Price on the basis of CONTRACTOR'S Application for Payment as
recommended by ENGINEER, on or about the 10th day of each month during construction
as provided in paragraphs 5.1.1 and 5.1.2 below. All such payments will be measured by
the schedule of values established in paragraph 2.9 of the General Conditions (and in the
case of Unit Price Work based on the number of units completed) or, in the event there is
no schedule of values, as provided in the General Requirements.
5.1.1 Prior to Substantial Completion, progress payments will be made in an amount equal
to the percentage indicated below, but, in each case, less the aggregate of payments
previously made and less such amounts as ENGINEER shall determine, or OWNER may
withhold, in accordance with paragraph 14.7 of the General Conditions.
90% of Work completed (with the balance being retainage). If Work has
been 50% completed as determined by ENGINEER, and if the characterand
progress of the Work have been satisfactory to OWNER and ENGINEER,
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OWNER, on recommendation of ENGINEER, may determine that as long as
the character and progress of the Work remain satisfactory to them, there
will be no additional retainage on account of Work completed, in which case,
the remaining progress payments prior to Substantial Completion will be an
amount equal to 100% of the Work completed.
90% (with the balance being retainage) of materials and equipment not
incorporated in the Work (but delivered, suitably stored and accompanied by
documentations satisfactory to OWNER as provided in paragraph 14.2 of the
General Conditions).
5.1.2 Upon Substantial Completion, in an amount sufficient to increase total payments to
CONTRACTOR to 95% of the Contract Price (with the balance being retainage), less such
amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with
paragraph 14.7 of the General Conditions.
5.2 Final Payment. Upon final completion and acceptance of the Work in accordance with
paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the
Contract Price as recommended by ENGINEER as provided in said paragraph 14.13.
Article 6. INTEREST.
All moneys not paid when due as provided in Article 14 of the General Conditions shall
bear interest at the maximum rate allowed by law at the place of the Project.
Article 7. CONTRACTOR'S REPRESENTATIONS.
In order to induce OWNER to enter into the Agreement, CONTRACTOR makes the
following representations:
7.1 CONTRACTOR has examined and carefully studied the Contract Documents
(including the Addenda listed in paragraph 8) and the other related data identified in the
Bidding Documents, including "technical data".
7.2 CONTRACTOR 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.
7.3 CONTRACTOR 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.
7.4 CONTRACTOR has carefully studied all 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 (except
Underground Facilities) which have been identified. CONTRACTOR acknowledges that
such reports and drawings are not Contract Documents and may not be complete for
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CONTRACTOR'S purposes. CONTRACTOR acknowledges that OWNER and ENGINEER
do not assume responsibility for the accuracy or completeness of information and data
shown or indicated in the Contract Documents with respect to Underground Facilities at or
contiguous to the site. CONTRACTOR has obtained and carefully studied (or assumes
responsibility for having done so) all such additional 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, 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 CONTRACTOR and safety precautions and programs incident thereto.
CONTRACTOR does not consider that any additional examinations, investigations,
explorations, tests, studies or data are necessary for the performance and furnishing of the
Work at the Contract Price, within the Contract Times and in accordance with the other
terms and conditions of the Contract Documents.
7.5 CONTRACTOR is aware of the general nature of work to be performed by OWNER
and others at the site that relates to the Work as indicated in the Contract Documents.
7.6 CONTRACTOR has correlated the information known to CONTRACTOR, information
and observation 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.
7.7 CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities
or discrepancies that CONTRACTOR has discovered in the Contract Documents and the
written resolution thereof by ENGINEER is acceptable to CONTRACTOR, and the Contract
Documents are generally sufficient to indicate and convey understanding of all terms and
conditions for performance and furnishing of the Work.
Article 8. CONTRACT DOCUMENTS.
The Contract Documents which comprise the entire agreement between OWNER and
CONTRACTOR concerning the Work consist of the following:
8.1 This Agreement (pages 1 to 7 inclusive).
8.2 Exhibits to this Agreement (pages BF -1 to BF -15 , inclusive as revised for
Addendum # 1).
8.3 Performance, Payment, and other Bonds, identified as exhibits _ and consisting of
_ pages.
8.4 Notice to Proceed.
8.5 General Conditions (pages 1 to 55 , inclusive). (EJCDC No. 1910-8 1990 Edition)
ME
8.6 Supplementary Conditions (pages SC-1 to SC- 5 , inclusive).
8.7 Specifications bearing the title Business Park Sanitary Sewer.
8.8 Drawings.
8.9 Addenda numbers 1 to 3 , inclusive.
8.10 CONTRACTOR'S Bid (pages BF-1 to BF-15 inclusive as revised in Addendum # 3)
marked exhibit A .
8.11 Pursuant to 285.530 R.S. Mo, the contractor must affirm its enrollment and
participation in a federal work authorization program with respect to the employees
proposed to work in connection with the services requested herein by 1) submitting a
completed, notarized copy of AFFIDAVIT OF WORK AUTHORIZATION and 2) providing
documentation affirming the bidder's enrollment and participation in a federal work
authorization program with respect to the employees proposed to work in connection with
the services requested herein.
8.12 Documentation submitted by CONTRACTOR prior to Notice of Award (pages _to
_, inclusive).
8.13 The following which may be delivered or issued after the Effective Date of the
Agreement and are not attached hereto: All Written Amendments and other documents
amending, modifying or supplementing the Contract Documents pursuant to paragraphs
3.5 and 3.6 of the General Conditions.
The documents listed in paragraphs 82 et seq. above are attached to this Agreement
(except as expressly noted otherwise above).
There are no Contract Documents other than those listed above in the Article 8. The
Contract Documents may only be amended, modified or supplemented as provided in
paragraphs 3.5 and 3.6 of the General Conditions.
Article 9. MISCELLANEOUS.
9.1 Terms used in this Agreement which are defined in Article 1 of the General Conditions
will have the meanings indicated in the General Conditions.
9.2 No assignment by a party hereto of any rights under or interests in the Contract
Documents will be binding on another party hereto without the written consent of the party
sought to be bound; and, specifically but without limitation, moneys that may become due
and moneys that are due may not be assigned without such consent (except to the extent
that the effect of this restriction may be limited by law), and unless specifically stated to the
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contrary in any written consent to an assignment no assignment will release or discharge
the assignor from any duty or responsibility under the Contract Documents.
9.3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and
legal representatives to the other party hereto, its partners, successors, assigns and legal
representatives in respect to all covenants, agreements and obligations contained in the
Contract Documents.
9.4 Any provision or part of the Contract Documents held to be void or unenforceable
under any Law or Regulation shall be deemed stricken, and all remaining provisions shall
continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the
Contract Documents shall be reformed to replace such stricken provision or part thereof
with a valid and enforceable provision that comes as close as possible to expressing the
intention of the stricken provision.
9.5 Pursuant to 292.675, R.S. Mo, the contractor is informed that all contractors or
subcontractors doing work on this project to provide, and require its on-site employees to
complete, a ten (10) hour course in construction safety and health approved by the
Occupational Safety and Health Administration ("OSHA") or similar program approved by
the Missouri Department of Labor and Industrial Relations which is at least as stringent as
an approved OSHA program. The training must be completed within sixty (60) days of the
date work on the project commences. On-site employees found on the worksite without
documentation of the required training shall have twenty (20) days to produce such
documentation.
9.6 The General Contractor shall provide to the City of Cape Girardeau City Engineer's
Office weekly certified payrolls from the General Contractor and all Subcontractors during
the course of the project. These must be provided on a weekly basis; if no work was done,
then a payroll stating "No Work Done" must be submitted.
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e ,
IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed the Agreement in
multiple copies, One counterpart each has been delivered to CONTRACTOR and
ENGINEER and two counterparts to the OWNER. All portions of the Contract Documents
have been signed, initialed or identified by OWNER and CONTRACTOR or identified by
ENGINEER on their behalf.
This Agreernent will be effective on M C�...� 15 , 2014 (which is the
Effective Date of the Agreement).
OWNER City of Caqe Girardeau CONTRACTOR_ Jokerst, Incorporated
Scott MeVer,_��ifji�Ma�qer JULIANN M. JOKERST PRESIDENT -�'"'`,. .
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Attest Attest ��� � d �� � ��°`
Gayle L onrad, City Clerk KIM M. WEILER, CORPORATE SE'CRETARY�
Address for giving notices Address for giving notices
401 Independence Street 16444 Hiqhwav 32
Cape Girardeau, MO 63703 Ste. Genevieve, MO 63670
(If OWNER is a public body, attach License No.
evidence of aufhority to sign and
resolution or other documents Agent for service of process:
authorizing execution of Agreement.
1,.e � �� (If CONTRACTOR is corporation,
� � „�G',, attach evidence of authority to sign.)
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EXHIBIT A
CITY OF CAPE GIRARDEAU
Business Park Sanitary Sewer
In the City of Cape Girardeau, Missouri
BID FORM
(EJCDC 1910-18) (1990)
PROJECT IDENTIFICATION: The improvement consists of
The location forthe workto be performed underthese Contract Documents is along
the west side of Williams Creek from the intersection of Veterans Memorial Drive
and County Road 618 to the north side of LaSalle Ave. Contractor to furnish and
install approximately 3,600 linear feet of 15' diameter sanitary sewer main,
improvements to an existing lift station and decommissioning of an existing lift station
with all fittings and other appurtenances, as indicated in the project plans and
specifications.
THIS BID IS SUBMITTED TO CITY OF CAPE GIRARDEAU, MO
401 INDEPENDENCE STREET
CAPE GIRARDEAU. MO 63703
1. The undersigned BIDDER proposes and agrees, if the 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 Times indicated in this Bid and in accordance with the other terms and
conditions of the Contract Documents.
2. BIDDER accepts all of the terms and conditions of the Advertisement or 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 sixty days after the day of Bid
opening. BIDDER will sign and deliver the required number of counterparts of the
Agreement with the Bonds and other documents required by the Bidding Requirements
within fifteen days after the date of OWNER'S notice of Award.
3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement,
that:
(a) BIDDER has examined and carefully studied the Bidding Documents and the
following:
BIDFORM BF -11
CITY OF CAPE GIRARDEAU, MO Addendum Three
Business Park sanitary Sewer ITB: April 13, 2014
Addenda, receipt of all which is hereby acknowledged: (List Addenda by Addendum Number and Date)
1 - 4/25/14
2 - 4/28/14
(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.
(d) BIDDER has carefully studied all 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 (except
Underground Facilities) which have been identified. 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 accuracy or completeness of information and data shown or indicated in
the Bidding Documents with respect to Underground Facilities at or contiguous to the site.
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, 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. BIDDER does not consider that any additional
examinations, investigations, explorations, tests, studies or data are necessary for the
determination of this Bid for performance and furnishing of the Work in accordance with the
times, price and other terms and conditions of the Contract Documents.
(e) 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.
(f) 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.
(g) 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, and the Contract Documents
BIDFORM 8F-2
CITY OF CAPE GIRARDEAU, MO Addendum Three
Business Park Sanitary Sewer ITB: April 13, 2014
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.
(h) 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 notdirectlyor indirectly
induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not
solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER
has not sought by collusion to obtain for itself any advantage over any other Bidder or over
OWNER.
(i) Pursuant to 285.530 RSMo, the bidder must affirm its enrollment and participation in
a federal work authorization program with respect to the employees proposed to work in
connection with the services requested herein by
• submitting a completed, notarized copy of AFFIDAVIT OF WORK
AUTHORIZATION and
• providing documentation affirming the bidder's enrollment and participation in a
federal work authorization program with respect to the employees proposed towork
in connection with the services requested herein.
• hftp://www.UScis.gov/portal/site/uscis
Q) Bidders are informed that the Project is subject to the requirements of Section
292.675, R.S. Mo, which requires all contractors or subcontractors doing work on the
Project to provide, and require its on-site employees to complete, a ten (10) hour course in
construction safety and health approved by the Occupational Safety and Health
Administration ("OSHA' or similar program approved bythe Missouri Department of Labor
and Industrial Relations which is at least as stringent as an approved OSHA program. The
training must be completed within sixty (60) days of the date work on the Project
commences. On-site employees found on the worksite without documentation of the
required training shall have twenty (20) days to produce such documentation.
4. BIDDER will complete the Work in accordance with the Contract Documents for the
following price(s):
BIDFORM BF -3
CITY OF CAPE GIRARDEAU, MO Addendum Three
Business Park Sanitary Sewer ITB; April 13, 2014
UNIT PRICE BID
ITEM
DESCRIPTION
UNIT
QUANTITY
UNIT
TOTAL
NO.
PRICE
1
Mobilization
LS
1
6,600.00
6,600.00
2
Clearing and Grubbing
LS
1
8,348.00
8,348.00
3
Erosion and Sediment Control
LS
1
9,400.00
9,400.00
4
Traffic Control
LS
1
3,500.00
3,500.00
5
Connect to Existing Wet Well
LS
1
920.00
920.00
6
16" DIP Sanitary Sewer
LF
256
86.00
22, 016.00
7
15" PVC Or ADS Sanitite HP N-12 Sanitary Sewer
LF
3388
62.30
211,072.40
8
4'-6' Deep Manhole
EA
1
2, 518.00
2,518.00
9
6'-8' Deep Manhole
EA
2
2,718.00
5,436.00
10
9' Deep Manhole
EA
1
2,873.00
2,873.00
11
10' Deep Manhole
EA
1
2,943.00
2,943.00
12
11' Deep Manhole
EA
4
3,003.00
12,012.00
13
12' Deep Manhole
EA
4
37038.00
12,32.00
14
13' Deep Manhole
EA
4
3,068.00
12,272.00
15
concrete Encasement
LF
126
50.00
62300.00
16
20" dia. Steel Casing/Boring/Casing Spacers
LF
257
268.00
68, PIS. 00
17
Grading — Fill for Access Drive and Lift Station
CY
200
12.00
2,400.00
18
6" Thick Gravel Road
SY
353
5.00
1,765.00
19
Rip -Rap for Creek Crossing
TON
20
40.00
800.00
20 Rock Excavations
BIDFORM
CITY OF CAPE GIRARDEAU, MO Addendum Three
Business Park Sanitary Sewer
CY 735
50.00 361750.00
BF -4
ITB: April 13, 2014
21
Lift Station Pumps, Equipment, Fittings
LS
1
.234,610.00
2342610.00
22
Existing Lift Station Valve Box Removal
LS
1
1,040.00
1,040.00
23
New Valve Box for Lift Station
LS
1
34,438.00
34,438.00
24
Existing Lift Station Concrete Pad Removal
LS
1
1,350.00
1,350.00
25
New Concrete Pad For Lift Station
Sy
62
56.00
3,472.00
26
Lift Station Chain Link Fence
LF
78
75.00
5)850.00
27
4" Conduit— Power Pole to Lift Station
LF
60
31.00
1, 860.00
28
Bypass and Demo Existing Temporary Lift Station
LS
1
5,940.00
52940.00
29 Chemical Treatment System LS 1 45,500.00 45,500.00
Base Bid Total Amount: (Number) $ 763, 013.40
SEVEN HUNDRED SIXTY THREE THOUSAND 'THIRTEEN DOLLARS AND 40/100
(Written figure)
ALTERNATE BID #1
30 Backup Power Generator (Alt #1) LS 1 77,610-00 77,610.00
Total Bid Amount (Base plus Alternate Bid Amount):
(Number) S. 8407623.40
EIGHT HUNDRED FORTY THOUSAND SIX HUNDRED TWENTY THREE DOLLARS AND 40.100
(Written figure)
(Base Bid Total Amount and Total Bid Amount (Base plus Alternate Bid Amount) is to be
shown in both words and figures. In case of discrepancy, the amount shown in words will
govern. In case of error in extension, the unit and lump sum prices under each Pay Item
will be considered correct, and these sums when properly extended, shall constitute the
Bid.)
BIDFORM BF_5
CITY OF CAPE GIRARDEAU, MO Addendum Three
Business Park Sanitary Sewer ITB: April 13, 2014
Unit Prices have been computed in accordance with paragraph 11.9.2 of the General
Conditions.
BIDDER acknowledges that quantities are not guaranteed and final payment will be based
on actual quantities determined as provided in the Contract Documents.
5. BASIS OF BIDS the following work shall be completed by the contractor in accordance
with the plans and specifications and shall be incidental to the construction with costs
allocated to the appropriate pay item in the list df Unit Prices:
The Basis of bids is a general description of the work and materials which shall be included
in the bid items listed on the bid proposal. Bid item prices shall generally reflect the scope
of work described below. It shaft be understood by the bidder that the total bid price listed
on the bid proposal shall represent total compensation for the entire project based on the
estimated quantities given. Due to the complex nature of this project, some overlap of work
items is inevitable and some minor items may not be included below. It is the contractor's
responsibility to be sure that all work items are included in his/her bid prices.
Payment after the award of the contract will be based on the number of units completed for
unit price items or on the percentage of each lump sum item for the work that has been
completed or as outlined in the specifications. Payment will not be made for items that
have not been completed.
Basis of Bids - Item Descriptions:
1 — MOBILIZATION — This item covers costs for the contractor to delivery
equipment, materials, and personnel to thejob site to perform the work as indicated in the
plans and specifications. It includes but is not limited to items, such as a job site
construction trailer, portable toilets, and incidental items required to complete the work in
the plans.
2 — CLEARING AND GRUBBING — This items covers costs to remove existing
vegetation from the project area and work site - Reference City of Cape Girardeau,
Standard Specifications, dated May 27, 2010; Section 202 — Clearing, Grubbing, and
Trimming.
3 — EROSION AND SEDIMENT CONTROL — This item covers costs for the
contractor to prevent sediment and other pollution from being discharged from the
construction site. This includes items shown within the design plans, erosion and sediment
control plans, as well any additional items needed during the construction project to
prevent sediment and other pollution from leaving the site. Reference City of Cape
Girardeau, Standard Specifications, dated May 27, 2010, Section 201— Erosion Control.
BIDFORM BF -6
CITY OF CAPE GIRARDEAU, MO Addendum Three
Business Park Sanitary Sewer ITB: April 13, 2014
4 — TRAFFIC CONTROL — This section covers costs for furnishing all equipment,
materials and incidental parts as required to provide Temporary Traffic Control to ensure
the safety of the traveling public, as needed for the project. This Lump Sum cost is to
include, but not be limited to, signage, barricades, striping, flagman, etc. Reference City of
Cape Girardeau, Standard Specifications, dated May 27, 2010, Section 801—Temporary
Traffic Control
5 —CONNECTTO EXISTING WET WELL—This item covers costs for furnishing all
equipment, materials, and incidental items for connecting the proposed 15" sanitarysewer
main line to the existing wet well (see detail 8 of sheet 16 of 16 of the design plans). This
Lump Sum cost is to include all items for making this connection, including but not limited
to, excavation, cutting hole in existing wet well wall, placing pipe with required seals,
backfilling, etc. Also, reference, City of Cape Girardeau, Standard Specifications, dated
May 27, 2010, Division 3000— Sanitary Sewer Main Construction.
6-16" DIP SANITARY SEWER—This item covers all costs to install 16" Ductile
Iron Pipe as shown in the design plans, including but not limited to pipe materials,
excavation, granular backfill, compaction, seals/gaskets, connection to structures, etc. All
applicable items shown in details 6 and 7 on Sheet 15 of 16 of the design plans should be
included in the unit cost for this item. Also, reference, City of Cape Girardeau, Standard
Specifications, dated May 27, 2010, Section 206—Trench Excavation and Backfill; Section
301 Aggregate Bedding; Section 302 Aggregate Trench Backfill; and Division 3000 —
Sanitary Sewer Main Construction.
7 —15" PVC SANITARY SEWER Or ADS Sanitite HP N-12 —This item covers all
costs to install 15" PVC or ADS Sanitite HP N-12 Sanitary Sewer Pipe as shown in the
design plans, including but not limited to pipe materials, excavation, granular backfill,
compaction, seaWgaskets, connection to structures, etc. All applicable items shown in
details 6 and 7 on Sheet 15 of 16 of the design plans should be included in the unit cost for
this item. Once installation of pipe has begun that pipe material must be used for the
remainder of the project. Also, reference City of Cape Girardeau, Standard
Specifications, dated May 27, 2010, Section 206—Trench Excavation and Backfill; Section
301 Aggregate Bedding; Section 302 Aggregate Trench Backfill; and Division 3000 —
Sanitary Sewer Main Construction.
8 — 4'- 6' DEEP MANHOLE — This item covers all costs to install Sanitary Sewer
Man Hole Structures anticipated to be installed at depths of 4'-6', as shown in the design
plans, including but not limited to structures, excavation, granular backfill, compaction,
seals, connection to pipes, etc. All applicable items shown in details 5, 6, and 7 on Sheets
14 of 16 and 15 of.16 of the design plans should be included in the unit cost for this item.
Also, reference City of Cape Girardeau, Standard Specificafions, dated May 27, 2010,
Division 3000 — Sanitary Sewer Main Construction.
BIDFORM BF -7
CITY OF CAPE GIRARDEAU, MO Addendum Three
Business Park Sanitary Sewer ITB; April 13, 2014
9 — 6'- 8' DEEP MANHOLE — This item covers all costs to install Sanitary Sewer
Man Hole Structures anticipated to be installed at depths of 6'-8', as shown in the design
plans, including but not limited to structures, excavation, granular backfill, compaction,
seals, connection to pipes, etc. All applicable items shown in details 5, 6, and 7 on Sheets
14 of 16 and 15 of 16 of the design plans should be included in the unit cost for this item.
Also, reference City of Cape Girardeau, Standard Specifications, dated May 27, 2010,
Division 3000 — Sanitary Sewer Main Construction.
10 — 9' DEEP MANHOLE —This item covers all costs to install Sanitary Sewer Man
Hole Structures anticipated to be installed at depths of 8'-9', as shown in the design plans,
including but not limited to structures, excavation, granular backfill, compaction, seals,
connection to pipes, etc. All applicable items shown in details 5, 6, and 7 on Sheets 14 of
16 and 15 of 16 of the design plans should be included in the unit cost for this hem. Also,
reference City of Cape Girardeau, Standard Specifications, dated May 27, 2010, Division
3000 — Sanitary Sewer Main Construction.
11-10' DEEP MANHOLE —This item covers all costs to install Sanitary Sewer Man
Hole Structures anticipated to be installed at depths of 9'-10', as shown in the design
plans, including but not limited to structures, excavation, granular backfill, compaction,
seals, connection to pipes, etc. All applicable items shown in details 5, 6, and 7 on Sheets
14 of 16 and 15 of 16 of the design plans should be included in the unit cost for this item.
Also, reference City of Cape Girardeau, Standard Specifications, dated May 27, 2010,
Division 3000 — Sanitary Sewer Main Construction.
12 —11' DEEP MANHOLE—This item covers all costs to install Sanitary Sewer Man
Hole Structures anticipated to be installed at depths of 10'-11', as shown in the design
plans, including but not limited to structures, excavation, granular backfill, compaction,
seals, connection to pipes, etc. All applicable items shown in details 5, 6, and 7 on Sheets
14 of 16 and 15 of 16 of the design plans should be included in the unit cost for this item.
Also, reference City of Cape Girardeau, Standard Specifications, dated May 27, 2010,
Division 3000 — Sanitary Sewer Main Construction.
13-12' DEEP MANHOLE— This item covers all costs to install Sanitary Sewer Man
Hole Structures anticipated to be installed at depths of 11'-12', as shown in the design
plans, including but not limited to structures, excavation, granular backfill, compaction,
seals, connection to pipes, etc. All applicable items shown in details 5, 6, and 7 on Sheets
14 of 16 and 15 of 16 of the design plans should be included in the unit cost for this item.
Also, reference City of Cape Girardeau, Standard Specifications, dated May 27, 2010,
Division 3000 — Sanitary Sewer Main Construction.
BIDFORM BF -8
CITY OF CAPE GIRARDEAU, MO Addendum Three
Business Park Sanitary Sewer rTB: April 13, 2014
14-13' DEEP MANHOLE—This item covers all costs to install Sanitary Sewer Man
Hole Structures anticipated to be installed at depths of 12'-13', as shown in the design
plans, including but not limited to structures, excavation, granular backfill, compaction,
seals, connection to pipes, etc. All applicable items shown in details 5, 6, and 7 on Sheets
14 of 16 and 15 of 16 of the design plans should be included in the unit cost for this item.
Also, reference City of Cape Girardeau, Standard Specifications, dated May 27, 2010,
Division 3000 — Sanitary Sewer Main Construction.
15 — CONCRETE ENCASEMENT — This item covers costs for furnishing all
equipment, materials, and incidental items for concrete encasement of sanitary sewer
piping as indicated in the plan sheets (see detail 7 of sheet 15 of 16 of the design plans).
This Unit cost is to include all items that are in addition to the unit cost for 15" PVC sanitary
piping listed as pay item 7 and Rip -Rap listed as pay item 19, including but not limited to
additional excavation for concrete encasement width, cost of concrete, rebar, watertight
joints, etc. Also, reference, City of Cape Girardeau, Standard Specifications, dated May 27,
2010, Division 3000 — Sanitary Sewer Main Construction.
16-20" dia. STEEL CASING/BORING/BORING PITS/CASING SPACERS—This
item covers costs for furnishing all equipment, materials, and incidental items for concrete.
encasement of sanitary sewer piping as indicated in the plan sheets (see detail 7 of sheet
15 of 16 of the design plans). This Unit cost is to include all items that are in addition to the
unit cost for 15" PVC sanitary piping listed as pay item 7, including but not limited to
additional excavation for boring pits, boring operations, casing spacers, cost of pipe
material, placement of pipe, gaskets, backfilling, etc. Also, reference, City of Cape
Girardeau, Standard Specifications, dated May 27, 2010, Division 3000 — Sanitary Sewer
Main Construction.
17—GRADING - FILL FOR ACCESS DRIVE AND LIFT STATION -This item covers
costs for furnishing all equipment, materials, and incidental items for preparing grades
around the lift station and in preparing the access drive subgrade prior to placement of 6"
thick gravel road (pay item 18), including but not limited to cost to haul and import
appropriate fill materials, machinery and equipment for grading and placement, surveying,
compaction, etc. Also, reference, City of Cape Girardeau, Standard Specifications, dated
May 27, 2010, Section 207 — Final Grading and Section 208 Subgrade.
18 — 6" THICK GRAVEL ROAD - This item covers costs for furnishing all equipment,
materials, and incidental items for placing the 6" thickness of rock material (see "gravel
drive" area on sheet 4 of 16), meeting criteria in City of Cape Girardeau, Standard
Specifications, dated May 27, 2010, Section 303 —Aggregate Base Course
19 — RIP -RAP FOR CREEK CROSSING - This item covers costs for furnishing all
equipment, materials, and incidental items for placing rip -rap material at creek locations as
indicated in the plan sheets (see detail 7 of sheet 15 of 16 of the design plans). This Unit
cost is to include but not be limited to obtaining materials, hauling/delivery to the site,
placement, etc.
BIDFORM BF -9
CITY OF CAPE GIRARDEAU, MO Addendum Three
Business Park Sanitary Sewer ITB: April 13, 2014
20— ROCK EXCAVATIONS —This item covers the cost for furnishing all equipment,
materials, and incidental items for rock excavation that may be required to complete the
project. If the contractor encounters hard rock that cannot be removed with regular
excavating (digging) equipment, the contractor shall notify the City of Cape Girardeau for
further evaluation and identification. It is intended that the City will survey the hard rock
surface prior to removal of the rock materials and then survey the excavated trench (after
rock material has been removed) to calculate the Cubic Yards of removed material.
Reference City of Cape Girardeau, Standard Specifications, dated May 27, 2010, Section
204 — Excavation.
21— LIFT STATION PUMPS, EQUIPMENT, FITTINGS - This item covers costs for
furnishing all equipment, materials, and incidental items for placing all proposed lift station
equipment into the lift station as shown in the plans and specifications (see detail 8 on
sheet 16 of 16). This lump sum cost is to include but not be limited to cost of pumps,
equipment, materials, labor etc. to install all items as shown in the project plans,
specifications, and job special provisions. Reference City of Cape Girardeau, Standard
Specifications, dated May 27, 2010, Division 3000 — Sanitary Sewer Main Construction.
22 — EXISTING LIFT STATION VALVE BOX REMOVAL -This item covers costs for
removing the valve box equipment at the existing lift station per "Existing Temporary Lift
Station Demolition Detail' on sheet 3 of 16). This lump sum cost is to include but not be
limited to removal of the valve components in a manner that leaves them salvageable to
the City of Cape Girardeau. Reference City of Cape Girardeau, Standard Specifications,
dated May 27, 2010, Division 3000 — Sanitary Sewer Main Construction.
23 —NEW VALVE BOX FOR LIFT STATION -This item covers costs for furnishing
all equipment, materials, and incidental items for placing proposed lift station valve box
equipment as shown in the plans and specifications (see detail 8 on sheet 16 of 16). This
lump sum cost is to include but not be limited to cost of equipment, materials, labor etc. to
install all items as shown in the project plans, specifications, and job special provisions.
Reference City of Cape Girardeau, Standard Specifications, dated May 27, 2010, Division
3000 — Sanitary Sewer Main Construction.
24— EXISTING WET WELL CONCRETE PAD REMOVAL - This item covers costs
for removing existing concrete at the existing wet well location as indicated in the plans and
specifications (see detail 8 on sheet 16 of 16 of the design plans). Existing chain link fence
designated as "to be removed" should also be included in this item. This Lump Sum cost is
to include all items for removing this concrete and fencing, including but not limited to, saw -
cutting, jack -hammering, haul-off/disposal, etc. Reference City of Cape Girardeau,
Standard Specifications, dated May 27, 2010, Division 3000 — Sanitary Sewer Main
Construction.
BIDFORM BF -10
CITY OF CAPE GIRARDEAU, MO Addendum Three
Business Park Sanitary Sewer ITB: April 13, 2014
25 — NEW CONCRETE PAD FOR PROPOSED LIFT STATION -This item covers
costs for furnishing new concrete pad at the existing wet well location as indicated in the
plans (see detail 8 on sheet 16 of 16). This Lump Sum cost is to include all items for
constructing the new concrete pad, including but not limited to all equipment, materials,
and incidental items for excavation, forming, rebar, finishing, etc. Reference City of Cape
Girardeau, Standard Specifications, dated May 27, 2010, Division 3000 — Sanitary Sewer
Main Construction.
26 — LIFT STATION CHAIN LINK FENCE - This item covers costs for furnishing a
secure chain link fence enclosure of the proposed lift station (see detail 8 of sheet 16 of 16
of the design plans). This Unit Cost item is to include all costs for construction of new
fencing as indicated in the plans and specifications, including but not limited to cost of
fence, posts, connectors, gates, construction, etc. Reference City of Cape Girardeau,
Standard Specifications, dated May 27, 2010, Division 3000 — Sanitary Sewer Main
Construction.
27-4" CONDUIT -POWER POLE TO LIFT STATION -This item covers costs for
furnishing all equipment, materials, and incidental items to provide the 4" electrical conduit
from the utility pole to the proposed lift station as indicated in the plans and specifications.
This Unit Cost item is to include all items including but not limited to conduit and connector
materials, excavation, backfilling, etc., meeting utility company's requirements. Reference
City of Cape Girardeau, Standard Specifications, dated May 27, 2010, Division 3000 —
Sanitary Sewer Main Construction.
28 — BYPASS AND DEMO EXISTING TEMPORARY LIFT STATION - This item
covers modifications to bypass the existing lift station, remove salvageable equipment, and
demolish structural components no longer needed, per "Existing Temporary Lift Station
Demolition Detail on sheet 3 of 16. This lump sum cost is to include but not be limited to
plugging sanitary lines, removing fence, disconnecting power, removing pumps and
electrical components (in a manner that leaves them salvageable to the City of Cape
Girardeau), and stabilizing disturbed soil areas with grass upon completion. Reference City
of Cape Girardeau, Standard Specifications, dated May 27, 2010, Division 3000— Sanitary
Sewer Main Construction.
29 — CHEMICAL TREATMENT EQUIPMENT - This item covers costs for furnishing
all.equipment, materials, and incidental items to provide a chemical injection system as
specified in the Job Special Provisions and as shown on plans. This Lump Sum cost is to
include all items for providing the chemical injection system including but not limited to the
cost of the equipment, piping and electrical connections, etc. Reference City of Cape
Girardeau, Standard Specifications, dated May 27, 2010, Division 3000 — Sanitary Sewer
Main Construction.
BIDFORM 8F-11
CITY OF CAPE GIRARDEAU, MO Addendum Three
Business Park Sanitary Sewer ITS: April 13, 2014
30 — BACKUP POWER GENERATOR (ALT #1) - This item covers costs for
furnishing all equipment, materials, and incidental items to provide a backup power
generator as specified in the Fabick Generator Specifications (or City approved equal), and
detail 8 on Sheet 16 of 16 of the plan sheets. This Lump Sum cost is to include all items
for providing the generator, including but not limited to the cost of the generator unit,
electrical connections to the lift station, etc. Reference City of Cape Girardeau, Standard
Specifications, dated May 27, 2010, Division 3000 — Sanitary Sewer Main Construction.
6. BIDDER agrees that the Work as defined in the Job Special Provisions will be
substantially Complete within One -Hundred Eighty(180) calendar days after the date
when the Contract Times commences to run as provided in paragraph 2.3 of the General
Conditions, and fully completed and ready forf nal payment in accordance with paragraph
14.13 of the General Conditions within Two -Hundred Ten (210) calendar days after the
date when the Contract Times commences to run. .
BIDDER accepts the provisions of theAgreement as to liquidated damages in the event of
failure to complete the Work within the times specified in the Agreement.
7. The following documents are attached to and made a condition of this Bid:
(a) Required Bid Security in the form of bid bond or cashiers check.
(b) Any Addenda issued.
(c) Exhibit Affidavit of Work Authorization
(d) Exhibit Affidavit of Excessive Unemployment (if applicable)
(e) The E -Verify Program for Unemployment Verification Memorandum of Understanding
http://wvvw.uscis.gov/files/nativedocuments/MOU.pdf
(f) Exhibit Affidavit of OSHA Training
(g) Certification Regarding Debarment, Suspension and Other Responsibility Matters
8. Bidder agrees to submit the following documents within three (3) business days after
the opening of Bids if requested:
(a) BIDDER'S Qualification Statement with supporting data.
9. Communications concerning this Bid shall be addressed to:
Name JOiERST, INC. ATTN: DARRELL HIBBITS
Address 16444 HIGHWAY 32 STE. GENEVIEVE, MO. 63670
BIDFORM BF -12
CITY OF CAPE GIRARDEAU, Me Addendum Three
Business Park Sanitary Sewer ITB: April 13, 2014
(a) Performance and Payment Bonding Company
Name
Address
Agent\Power of Attorney Name (if used)
Address
10. Terms used in the Bid which are defined in the General conditions or Instructions will
have the meanings indicated in the General Conditions or Instructions.
SUBMITTED on APRIL 29 2014.
State Contractor License No.
IF BIDDER is:
An Individual
By (SEAL)
(Individual's Name)
doing business as
Business address:
Phone No.:
A Partnership
By (SEAL)
(Firm Name)
(General Partner)
Business address:
Phone No.: .
A Corporation
By
BIDFORM BF -13
CITY OF CAPE GIRARDEAU, MO Addendum Three
Business Park Sanitary Sewer ITB: April 13, 2014
•'
By
`�a
J
r • `s
( orpprate S, @@
�' Busindas�address:
r,
16444
-�j- LYNN M. SCHRENP
of Pe son Authorized to Sion)
KIM M. WEILER
STE. GINEVIEVE, M0. 63670
Phone No.: (573)883-7401
Date of Qualification to do business is
A Joint Venture
By (SEAL)
(Name)
(Address)
By (SEAL)
(Name)
(Address)
Phone Number and Address for receipt of offidal communications:
(Each iotnt venturer -must The manner of signing for each individual, partnership and
corporation that is a party to the joint venture should be in the manner indicated above.)
BIDFORM
CITY OF CAPE GIRARDEAU, MO Addendum Three
Business Park Sanitary Sewer
BF -14
ITB: April 13, 2014
BREAKDOWN OF WORK FORCE (Required):
The Contractor shall be registered with the Missouri Secretary of State in order to work on
this project.
BIDDER hereby states that he will perform the following items of work directly without
employment of subcontractors:
It is anticipated that the following subcontractors will be employed forwork on this project:
*SUBCONTRACTORS:
(Name of Company)
(Type of Work)
k
?L) TNC /j'IECLK/GA'
Vfi3f1i �iE tlfs /"E/Tf12_. j� / �T STi9T70/1/ �"eQN¢���'i'�
*All subcontractors shall be registered with the Missouri Secretary of State in order to work
on this project.
BIDFORM
CITY OF CAPE GIRARDEAU. MO Addendum Three
Business Park Sanitary Sewer
BF -15
ITB: April 13, 2014