HomeMy WebLinkAbout1181 Third Amendment Master Development AgreementBILL NO. 2013 -004
ORDINANCE NO.
AN ORDINANCE AUTHORIZING THE CITY TO ENTER INTO A THIRD
AMENDMENT TO THE MASTER DEVELOPMENT AGREEMENT FOR THE
DEVELOPMENT OF THE BRIARCLIFF HORIZONS SITE AND AUTHORIZING
ADDITIONAL FUNDS FOR PUBLIC INFRASTRUCTURE RELATED TO THE
HORIZONS INDUSTRIAL 1I PROJECT
WHEREAS, Briarcliff Realty, LLC, a Missouri limited liability company, (Briarcliff
Realty ") and the City entered into that certain Master Development Agreement dated May 10,
2011 ( "MDA ") which provides for, among other items, the construction of Infrastructure
Improvements on the Briarcliff Horizons Site as defined in the MDA; and
WHEREAS, Briarcliff Realty changed its name to BR NorthPoint, LLC and assigned all
of its rights and obligations under the MDA, but not its rights and obligations under the MDA
First Amendment, to Briarcliff Horizons, LLC, an affiliated entity of Briarcliff Realty, LLC
pursuant to Section 12.5(b) of the MDA; and
WHEREAS, on or about February 13, 2012 Briarcliff Horizons, LLC filed Articles of
Amendment with the Missouri Secretary of State changing its name to Riverside Horizons, LLC;
and later, pursuant to Section 12.5(b) of the MDA, assigned all of its duties and obligations
under the MDA to construct and complete the public infrastructure and other public
improvements as set forth in the MDA to NorthPoint Development LLC ( "Developer "); and
WHEREAS, the Exhibit C of the MDA included a general description of the Phase I
Infrastructure Improvements and Section 5.2 of the MDA requires the Developer to present, and
receive the approval of the City for the Infrastructure Construction Plans for each Infrastructure
Phase; and
WHEREAS, or about the 21 day of August 2012, the City of Riverside approved by
and through the approval and passage of Ordinance No. 1151 to enter into an Agreement with
Riverside Horizons LLC, to amend Exhibit C -1 of the MDA to add up to Six Hundred Thousand
Dollars ($600,000.00) in public infrastructure costs for the Horizons Industrial II Project; and
WHEREAS, the staff of the City of Riverside and Riverside Horizons LLC, have agreed
upon specifications for the proposed public infrastructure for the Horizons Industrial II — Paving
& Landscape Project totaling Seven Hundred Thousand Dollars ($700,000); and
WHEREAS, the City of Riverside and Riverside Horizons, LLC desire to further amend
Exhibit C -1 of the MDA, to add an additional One Hundred Thousand Dollars ($100,000.00) in
public infrastructure in addition to the previously approved Six Hundred Thousand Dollars
($600,000.00) in public infrastructure costs, for a total addition of Seven Hundred Thousand
Dollars ($700,000.00) and to further submit to the Board of Aldermen for approval the
specifications for said Infrastructure Improvements estimated to cost the City no more than
Seven Hundred Thousand Dollars ($700,000.00); and
WA 3989592.1
WHEREAS, the City wishes to approve the detailed specifications for Horizons
Industrial II - Paving & Landscape Project attached hereto as Exhibit C -la -c to Exhibit A.
NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF ALDERMEN OF
THE CITY OF RIVERSIDE, MISSOURI AS FOLLOWS:
SECTION 1. BEST INTEREST OF THE CITY. It is in the best interest of the City,
in order to further the objectives of industrial and economic development of the City, to enter
into the THIRD AMENDMENT TO MASTER DEVELOPMENT AGREEMENT, attached
hereto as Exhibit A and incorporated herein, with Riverside Horizons LLC.
SECTION 2. APPROVAL OF SPECIFICATIONS. It is in the best interest of the
City, in order to further the objectives of industrial and economic development of the City, to
approve the Specifications of the Horizons Industrial II - Paving & Landscape Project
( "Specifications ") attached to Exhibit A as Exhibit C -la, and said Specifications are hereby
approved.
SECTION 3. AUTHORITY GRANTED. The Mayor, City Administrator, City
Attorney, Special Counsel to the City Spencer Fane Britt & Browne LLP, and other appropriate
officials and employees of the City are hereby authorized and directed to execute the amendment
to Exhibit C -1 of the MDA attached hereto as Exhibit A and to take such further action related
thereto as is otherwise necessary or desirable to carry out and comply with the intent of this
Ordinance on behalf of the City.
SECTION 4. EFFECTIVE DATE. This Ordinance shall be in full force and effect
from and after its passage and approval.
BE IT REMEMBERED that the above was read two times by heading only, PASSED
AND APPROVED by a majority of the Board of Aldermen and APPROVED by the Mayor of
the City of Riverside, Missouri, this 22 " day of January, 2013.
e .g
A 1 -o- � I
Kathleen L. Rose, Mayor
` ATTEST - .
Robin,Litxreli' City Clerk
Approved as to form
Special bega o*sel
WA 3989592.1
1/31/2013
THIRD AMENDMENT TO MASTER DEVELOPMENT AGREEMENT
THIS THIRD AMENDMENT TO MASTER DEVELOPMENT AGREEMENT
( "Second Amendment ") is made and entered into as of Januarys 2013 ( "Effective Date "), by
and between the CITY OF RIVERSIDE, MISSOURI, a city and political subdivision duly
organized and existing under the Constitution and laws of the State of Missouri ( "City "), and
RIVERSIDE HORIZONS, LLC a limited liability company duly organized and existing under
the laws of the State of Missouri ( "Developer "). This Third Amendment amends that certain
Master Development Agreement executed between the parties on May 10, 2011 ( "Original
Master Development Agreement').
RECITALS
A. The City and Developer previously entered into the Original Master Development
Agreement on May 10, 2011 as subsequently amended, to provide for the development of an
approximately 260 acre tract of land known as the Briarcliff Horizons Site and the parties desire
to provide for the construction of additional public infrastructure by the City.
B. Briarcliff Realty assigned its rights and obligations under the MDA to Briarcliff
Horizons, LLC, an affiliated entity of Briarcliff Realty pursuant to Section 12.5(b) of the MDA;
and
C. On or about February 13, 2012 Briarcliff Horizons, LLC filed articles of amendment
with the Missouri Secretary of State changing its name to Riverside Horizons, LLC; and
D. The construction of additional public infrastructure by the City as provided for in this
Agreement, fulfills a public purpose and will further the growth of the City, facilitate the
development of the entire Horizons site, improve the environment of the City, foster increased
economic activity within the City, increase employment opportunities within the City, enable the
City to direct the development of the Horizons site, and otherwise be in the best interests of the
City by furthering the health, safety, and welfare of its residents and taxpayers; and
E. The City and Developer desire to enter into this Third Amendment with respect to the
construction of additional public infrastructure by the City.
AGREEMENT
NOW, THEREFORE, in consideration of the mutual covenants and conditions contained
herein and for other good and valuable consideration the receipt and sufficiency of which is
hereby acknowledged, the parties agree that the Original Master Development Agreement is
hereby amended as follows:
1. The language added to Exhibit C -1 pursuant to the Second Amendment is hereby deleted in
its entirety and replaced as follows:
"The City shall spend up to $700,000.00 in public infrastructure costs related to
the construction of the Horizons Industrial II — Paving & Landscape Project, attached
hereto as Exhibit C -1a, which shall be in addition to the Phase I Infrastructure Project
Cost Budget described in Section 4.2(a) and as more fully detailed in Exhibit C -1 and
shall not be subject to the Infrastructure Project Cost Split described in Section 4.2(b)."
WA 3989617.2
1(31(2013
2. This Third Amendment and the Original Master Development Agreement together with any
prior amendments constitute the entire agreement of the parties and supersede all prior or
contemporaneous agreements, proposals, inquiries, commitments, discussions and
correspondence, whether written or oral. This Third Amendment and the Original Master
Development Agreement together with any prior amendments may not be amended or modified
except in writing signed by a duly authorized representative of each party. Other than as set forth
above, the Original Master Development Agreement remains unchanged and in full force and
effect. In the event of a conflict between the terms of the Original Master Development
Agreement, and prior amendments and this Third Amendment, this Third Amendment will
control.
IN WITNESS WHEREOF, the parties hereto have executed this Third Amendment to
Master Development Agreement as of the date first above written.
"CITY" CITY OF RIVERSIDE, MISSOURI
By:
K leen L. Rose, Mayor
(SEAL)
Attest
Robin Littrell, City Clerk
STATE OF MISSOURI )
) SS.
COUNTY OF PLATTE )
N�
On this IQ " day of « 2013, before me appeared Kathleen L.
Rose, to me personally known, Ae , being by m my sworn, did say that she is the Mayor of the
CITY OF RIVERSIDE, MISSOURI, a political subdivision of the State of Missouri, and that the
seal affixed to the foregoing instrument is the seal of said City, and said instrument was signed
and sealed in behalf of said City by authority of its Board of Aldermen, and said individual
acknowledged said instrument to be the free act and deed of said City.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal
in the County and State aforesaid, the day and year first above written.
Notary Public
My Commission Expires: 7 jo- icA
WA 3989617.2
1/31/2013
"DEVELOPER"
RIVERSIDE HORIZONS, LLC, a Missouri
limited liability company
By:
Na me: N A rtt� E� c,
1A ar,o 4nrt"
Title: :a e ;; j P --t
STATE OF MISSOURI )
//��
) SS.
COUNTY OF Plate_ )
NA
On this as day of 0. nua 2013, before me appeared
lJ• l a to me pers6411y known, ho, being by me duly sworn, did say
that he /she is t e PresaAQ - t of Riverside Horizons, LLC, a Missouri limited liability
company„ and that he /she is authorized to sign the instrument on behalf of said company by
authority of its members, and acknowledged to me that he /she executed the within instrument as
said company's free act and deed.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal
in the County and State aforesaid, the day and year first above written.
Notary Public
My Commission Expires: J
ROBIN L. LITTRELL
Notary Public- Notary Seel
state of Missouri, Clay County
Commission # 11390631
My Commission Expires Mar 8, 2015
WA 3989617.2
OUTLINE SPECIFICATIONS
For:
City of Riverside, Missouri
Horizons Industrial Spec II
169,025 SF Industrial Distribution Warehouse
LOCATION:
4950 NW 42 "d Street
Riverside, Missouri 64150
TABLE OF CONTENTS
PAGES
BuildingOverview ................................................................................................
..............................2
Division2 — Sitework ............................................................................................
..............................3
Division3 — Concrete ........................................................................................
..............................3-4
Asphalt Paving .................................................................................................
..............................5 -10
ConcretePaving ..............................................................................................
.............................11-22
Landscape Irrigation .....................................................................................
.............................23-28
BUILDING OVERVIEW
The work shall include construction of +/- 169,025 SF warehouse facilityfor Riverside Horizons Industrial
Il, LLC. The preliminary building and site plan prepared by Renaissance Infrastructure Consulting dated
July 13, 2012 and received July 27, 2012 was used as reference to develop the Scope of Work defined in
these Outline Specifications dated August 20, 2012.
1.10 Testing
A. A complete geotechnical report will be provided by Riverside Horizons Industrial II, LLC.
B. Costs associated with quality control testing are not included. Testing & Special
Inspections for paving, structural concrete, reinforcing steel, structural steel and other
required testing shall be provided by Riverside Horizons Industrial II, LLC.
C. Soil compaction testing for work done by Riverside Horizons Industrial ll, LLC prior to
ARCO accepting the site shall be done by Riverside Horizons Industrial II, LLC.
D. Riverside Horizons Industrial ll, LLC will provide soil compaction testing for their work
prior to installation of footings, floor slab and paving installation.
E. Concrete test cylinders, slump tests and air tests shall be made during concrete
placement. An independent technician employed by Riverside Horizons Industrial II, LLC
shall be present part-time during construction of footing and foundations and during floor
slab pours.
F. Riverside Horizons Industrial Il, LLC's testing lab shall verify the asphalt paving
temperature & thickness.
2.2. Paving and Surfacing
A. The exterior paving shall include the following:
The asphalt paving at the car parking areas shall consist of 6" of compacted
asphaltic concrete mix over 9" of soil cement remediated soil at 6% soil cement
by dry weight.
2. All truck maneuvering and truck drive areas shall consist of 8" unreinforced
concrete mix supported by 4" of compacted granular base material over 9" of soil
cement remediated soil at 6% soil cement by dry weight.
A. The asphalt shall be striped with two (2) coats of white chlorinated rubber paint.
2.3 Curbs
A. Standard concrete curb and gutter is provided at the edge of all car paving.
B. An integral 6" curb will be provided at the edge of all the concrete paving.
2.4 Walks
A. Sidewalks are 4" thick concrete with 6x6 10/10 WW F reinforcing with a broom finish.
2.5 Site Utilities
A. Storm sewer drainage shall consist of the following:
The car parking areas shall sheet flow via concrete flumes to the adjacent
perimeter swales.
2.6 Landscaping and Irrigation
A. Landscaping and irrigation to cover all seeding, sodding, shrubbery, trees, ground cover,
mulch, Irrigation, meters, meter pits backflow devices, preparation of tree and planting
beds, etc. per landscape drawings.
B. No other costs for landscaping and irrigation are included. Additional landscaping
requirements by the City of Riverside at entry, off -site locations, detention and
conveyance basin(s) are not included.
Division 3 - Concrete
3.1 Mix Design
A. All concrete shall consist of proper proportions of Portland Cement, coarse aggregates,
fine aggregates, and clean water conforming to application of A.S.T.M. Standard
Specifications.
1. Concrete for footings, foundations and dock leveler pits shall be a minimum of
3,000 p.s.i. strength at twenty -eight (28) days and include the following:
Concrete may be air entrained or non -air entrained.
Acceptable air content 3% +1- 2 %.
3
Any concrete having an air content over 5% shall be rejected.
b. Slump 4" +/- 1 ".
Any concrete with a slump under 3" that needs water added to
make concrete placeable shall be reslumped.
Any concrete with a slump over 5" shall be rejected.
C. Fly ash is acceptable as an additive to the foundation mix design.
2. Concrete for exterior paving shall be a minimum of 4,000 psi strength at
twenty- eight (28) days and include the following:
a. Air entrained
Acceptable air concrete 6% +/- 1 %.
Any concrete under 5% may have additional air entrainment
added and shall be retested to insure that the concrete falls into
the acceptable range.
Any concrete having an air content over 7% shall be rejected.
b. Slump 4 " + / -1 %.
Any concrete with a slump under 3" that needs water added to
make concrete placeable shall be reslumped.
Any concrete with a slump over 5" shall be rejected.
C. Fly ash is acceptable as an additive to the pavement mix design.
3. The allowable time limit for batching of the concrete trucks shall be ninety (90)
minutes.
4. A copy of the approved mix design shall be provided to Riverside Horizons
Industrial II, LLC and the testing laboratory.
4
Asphalt Paving
2. Bid Documents
A. Bidding documents will include these bid instructions and these drawings.
Dwg.
Description
Issue
Rev
Rev.
ArchitectlEngineer
No.
Date
No.
Date
C0ll
Dimension Plan
8/22/12
1
10 -8-
Renaissance Infrastructure
12
Consultin
CO2
Grading Plan
8/22/12
1
10 -8-
Renaissance Infrastructure
12
Consultin
CO3
Retaining Wall Plan
8/22/12
1
10 -8-
Renaissance Infrastructure
12
Consultin
C04
Utility Plan
8/22/12
1
10 -8-
Renaissance Infrastructure
12
Consultin
CO5
Drainage Plan
8/22112
1
10 -8-
Renaissance Infrastructure
12
Consulting
C06
Erosion Control Plan
8/22/12
1
10 -8-
Renaissance Infrastructure
12
Consultin
C07
Details
8/22112
1
10 -8-
Renaissance Infrastructure
12
Consultin
C08
Details
8/22112
1
10 -8-
Renaissance Infrastructure
12
Consultin
1-I.1
Landscape Plan
8/22/12
Vireo
Additional
Documents:
Report of Geotechnical
08/23/1
Olsson Associates
Exploration
2
B. All specifications are noted on documents listed above.
C. Bid instructions will become part of the contract documents.
D. NOTE: The attached proposal form must be submitted with this bid.
3. Scope of Work:
A. Furnish all labor, material, equipment, layout, supervision, and expertise
required to provide all asphalt paving and line striping /parking signage as
outlined below:
B. Include layout fine grading of subgrade, placement of asphalt, striping
and clean up. Construction staking, etc. to be provided by this
subcontractor from bench marks, building corners, and property comers
established by others.
C. It is the responsibility of this contractor to inspect and accept the subgrade
4�
furnished by others prior to starting work. Any variations in subgrade
elevations are to be reported to Owner prior to commencing work.
Beginning of work implies that the subcontractor accepts all subgrade. No
additional tonnage will be paid for on the accepted subgrade.
D. It is the asphalt subcontractor's responsibility to clean up their trash on a
daily basis.
E. This subcontractor will be responsible for all dust control pertaining to his
work.
F. Cleaning of streets of debris and mud generated by this work shall be the
responsibility of this subcontractor.
G. One (1) mobilization shall be included.
H. Auto Pavement (2" AC surface on 4" AC base).
Fine grade the subgrade.
2. Compact and proof roll the subgrade.
3. Install on the subgrade a 4" compacted (2" after rolled) asphaltic
concrete binder, compacted with a ten ton roller.
4. Install on the binder a 2" compacted (2" after rolled) asphaltic
concrete surface, compacted with a ten (10) ton roller.
5. Use plant- mixed, hot laid asphalt aggregate mixture, complying
with state regulations.
Striping and Signage
1. The pavement striping, including all auto parking stalls and
accessible parking stalls shall be included. This includes
sweeping /cleaning the parking lot as required to stripe.
2. Stripe the parking lot two (2) days after paving. Do not delay or the
paving will become dusty and will then need to be broomed or
washed off. Use two (2) coats of a chlorinated rubber paint for
striping.
3. All ADA and parking signage (accessible parking signs, fuel
efficient vehicle signs, etc.) and associated concrete footings shall
be included.
J. The binder course and surface course for the asphalt shall be installed
without a long interim period to avoid special cleaning and tack coat
N
between courses. If Owner specifically requests that the surface course
be delayed for a long period of time, and if a special cleaning and tack
coat are required, the contract shall be adjusted.
K. The mix design should utilize the appropriate performance graded (PG)
asphalt cement for project location and traffic.
Asphalt temperatures will be tested by Owner. During asphalt placement,
asphalt should be a minimum of 250° F and during rolling operations
asphalt should be a minimum of 180 °F.
M. Where asphalt meets concrete, if draining to asphalt hold Y<" low, if
draining from asphalt hold' /." high.
N. Provide clean -up of trash generated by this work. Separate trash into
appropriate dumpsters as required for LEED certification.
O. Visit the jobsite and become thoroughly acquainted with the existing
conditions before submitting bid.
P. The stabilized subgrade will be graded tY2" (balance zero). Beginning of
work implies that the subcontractor accepts all subgrade.
Q. Verify with the Owner that the testing lab has approved the subgrade prior
to placing asphalt. The testing lab will also test the asphalt for proper
thickness.
R. Maintain the required grades to insure proper drainage. Ponding water of
any kind will not be accepted.
S. Check the subgrade for low spots prior to paving. "Bird Baths" after
paving is complete are not acceptable.
4. General Requirements:
A. Claim any extras within twenty (20) calendar days from date of
occurrence. No extras can be approved later. Extras must be approved
in writing by Owner representative before work begins.
B. Safet
In an effort to improve safe working habits and provide a safer
working environment:
a. Health and Safety Program
Each subcontractor must have a written Health and Safety
Program, which includes all, required Federal, State and
local safety policies, active health and safety inspections
and weekly safety meetings.
b. Hard Hat Policy
Hard hats shall be worn by all construction personnel and
visitors at all times. There will be no exceptions.
C. GFI and Assured Grounding of Electrical Outlets
All extension cords and power- operated tools shall have a
GFI receptacle and be routinely checked as part of a written
and recorded assured grounding program.
d. Hazardous Communications Program
1. Owner shall maintain a hazardous materials file. This file
will contain Material Safety Data Sheets specific for that
project, as well as a written hazardous communications
policy.
2. All subcontractors shall submit MSDS sheets on all
hazardous materials being used by their employees.
The sheets shall be submitted before work begins on
each project. Both the subcontractor's file of MSDS
as well as Owner's file shall be updated as necessary
throughout the project.
3. The combined files shall be kept by the Owner's
Representative for review by any interested party.
e. OSHA Standards
All subcontractors and their employees shall observe all
other OSHA standards that apply to their work.
f. Safety Vests
Safety vest or bright orange /hi -vis yellow shirts shall be worn
by all construction personnel and visitors at all times. There
will be no exceptions.
C. Subcontractor will perform all cleanup associated with subcontractor's
work. Owner will provide dumpsters. Separate trash into appropriate
dumpsters as required for LEED certification.
D. No exclusions or changes from the drawings, specifications or bid
instructions will be permitted without written approval from the Owner.
8
E. It is the Subcontractor's responsibility to visit the job site prior to bidding to
familiarize himself with actual job site conditions.
F. All materials used shall be new and first quality, and shall be installed in
accordance with manufacturer's recommendations.
G. The initial lead foreman will not be replaced for the duration of the project
unless directed otherwise by Owner.
H. This Subcontractor will be responsible for all layout, lines and grade and
coordination required to complete his scope of work unless specifically
excluded in these Bid Instructions.
Subcontractor shall employ a competent project staff, including a
superintendent who at least, shall be in attendance fulltime at the project
site during the progress of the work, and shall not be changed except with
the consent of the contractor.
All communications and notices given to the superintendent shall be as
binding as if given to the subcontractor.
K. Subcontractor shall be represented at all jobsite meetings by the
superintendent.
L. Subcontractor shall immediately remove from the project any employee,
including the superintendent who is not satisfactory to contractor, owner
or owner's representatives.
M. Subcontractor shall not deviate, exclude, or make changes from the
construction documents without written consent of the Owner.
N. Subcontractor shall have OSHA competent individual who at least, shall
be in attendance fulltime on site during the progress of the work.
O. No riders on equipment or in bed of trucks.
P. Subcontractor's employees shall park vehicles in a designated area only.
Q. Subcontractor's employees shall take lunch and breaks in designated
areas only, trash receptacles will be provided by Owner and emptied by
this subcontractor.
R. Subcontractor shall provide clean drinking water with individual cups,
empty cups shall be placed into trash receptacles.
S. No personal vehicles will be allowed within the footprint, only in
designated area.
5. Written Guarantees:
1. Provide a one (1) year written guarantee covering the workmanship and materials
from date the project is 100% complete. The one (1) year written guarantee must be
received prior to final payment.
6. Exclusions
Work shall exclude the following:
1. Testing.
2. Site engineering.
3. Soil stabilization.
7. Tentative Schedule:
1. Bid Due Date:
2. Bid Award On:
3. Start Paving: See schedule
4. Complete Paving: See Schedule
5. This work may or may not start exactly on the above date; however, we will keep
you updated as to the progress of the job schedule. We will expect the job to be
completed in the same number of working days, whether the work is started
earlier or later.
10
Concrete Pavina
A. Bidding documents will include these bid instructions and the following
.drawings.
Dwg•
No.
Description
Issue
Date
Rev
No.
Rev.
Date
Atchitect/Engineer
C01
Dimension Plan
8/22/12
1
10 -8 -12
Renaissance Infrastructure Consulting
CO2
Grading Plan
8/22/12
1
10 -8 -12
Renaissance Infrastructure Consulting
CO3
Retaining Wall Plan
8/22/12
1
10 -8 -12
Renaissance Infrastructure Consulting
C04
Utility Plan
8122/12
1
10 -8 -12
Renaissance Infrastructure Consulting
CO5
Drainage Plan
8/22112
1
10 -8 -12
Renaissance Infrastructure Consulting
C06
Erosion Control Plan
8122/12
1
10 -8 -12
Renaissance Infrastructure Consulting
C07
Details
8122112
1
10 -8 -12
Renaissance Infrastructure Consulting
C08
Details
8122/12
1
10 -8 -12
Renaissance Infrastructure Consulting
1-I.1
Landscape Plan
8/22112
Vireo
Additional Documents:
Report of Geotechnical Exploration
08/23/12
Olsson Associates
B. All specifications are noted on documents listed above and in these bid
instructions.
C. Bid instructions will become part of the contract documents.
D. Y= THE ATTACHED PROPOSAL FORM MUST BE SUBMITTED
WITH BID.
A. Furnish labor, material, tools, equipment, supervision, generators, layout, expertise,
freight, necessary items required by code, etc. as required to provide a turnkey
installation of all concrete paving, foundation walls at stairs, concrete stairs, sidewalks,
curb and gutter, integral curbs, concrete flumes and miscellaneous concrete.
B. Provide all site concrete pavement and site concrete foundations, as required by the
drawings including the unreinforced truck paving, sidewalks, foundation walls, and
miscellaneous concrete, all as outlined in these bid instructions and on the drawings.
C. Work includes, but is not limited to fine grading, 4 "compacted stone base, form work
material, Installation and stripping, reinforcing material and installation, concrete,
pumping if required, finishing, curing, patching and rubbing, welded wire mesh and /or
rebar material and installation, temporary power (generators), layout for this work, clean
up, disposal of trash generated by this work into proper dumpsters (depending on material
types) [dumpsters provided by Owner], constructionjoints, sawjoints, etc. (i.e., turnkey
from grade).
D. The initial lead foreman for the concrete subcontractor will not be replaced for the duration
of the project unless directed otherwise by Owner.
11
E. The schedule is of extreme importance on this project. Durations on the bid form must be
filled out by bidders, and we will fully expect that the durations will be met by the selected
concrete contractor.
F. Should discrepancies existing between the drawings and the bid instructions, please
contact Owner in writing for clarifications.
G. It is the concrete subcontractor's responsibility to clean up their trash on a daily basis.
H. It is the concrete subcontractor's responsibility to provide temporary power (generators)
for their scope of work.
Cleaning of streets for debris and mud generated by this work shall be the responsibility
of this subcontractor. All trackout control for this subcontractor's trucks shall be by this
subcontractor.
J. This subcontractor will be responsible for all dust control pertaining to this work and shall
comply with all state and local governing entities policies regarding dust control. This
includes a water truck and the cost of the water.
K. Pricing shall also be submitted for exterior curbs, curb and gutter, paved gutters, concrete
flumes and other items as required herein.
A. Field and laboratory testing will be provided by Owner,
1. An Owner or testing laboratory representative shall be present on all pours.
2. Four (4) cylinders will be cast for each days pour, plus additional sets for every
one hundred (100) cubic yards of concrete. One (1) cylinder shall be tested at
seven (7) days, two (2) at twenty -eight (28) days and one (1) reserved as a spare.
3. A slump test will be taken on every load of concrete at the point of discharge.
4. Air content tests shall be taken from the same load test cylinders are cast from.
5. If water is added, concrete must be re- slumped and cylinders made after adding
water.
6. Protect cylinders in a box at job site; identify them.
7. Cover cylinders with plastic sock.
B. Concrete shall be placed at material temperatures of no higher than 95 °F and not less
than 55 °F.
C. The following time between batching and placement shall apply.
— Air Temperature <85 °F -90 minutes.
— Air Temperature >85 °F <90 °F -60 minutes.
— Air Temperature >90 °F -45 minutes.
D. Water may be added at the jobsite only with the approval of the Owner but never in
amounts that will exceed the allowable water cement ratio. Rotate drum thirty (30) times
after adding water.
E. A delivery ticket shall be provided to the Owner to check for specified mix design for each
load of concrete and kept on the jobsite. This ticket shall show the project speck mix
design clearly.
12
The concrete supplier is required to provide a quality control representative for all large
pavement pours.
G. Indicate with your bids the concrete supplier and their plant location, as it relates to the
jobsite. The supplier's batch plant should be inspected prior to the first pour.
H. The concrete supply trucks should be required to turn minimum seventy (70) to three
hundred (300) rotations at mixing speed (10 —12 rpm) after being batched.
The maximum aggregate size used in concrete should be 1/3 the depth of the slab (i.e., a
maximum of 2" aggregate in a 6" slab).
J. The materials used to develop the final mix designs must be constant throughout
construction. This requires the ready mix supplier to use all materials from the same
source.
- u i
A. Furnish and install all required reinforcement, including rebar, bar mats (if applicable), and
accessories.
B. Provide labor, equipment, and materials for unloading and stockpiling reinforcement
materials.
C. Reinforcing shall conform to the latest edition ofASTM standards, Including ties and
stirrups.
D. All reinforcing shall be detailed and fabricated in accordance with the latest addition of the
ACI Detailing Manual.
E. Stockpile all reinforcing steel neatly on wood dunnage.
General Procedures:
A. Prepare 100% of the area to be poured the day prior to the pour.
B. Subcontractors are not allowed to fine grade, set screeds, etc., during the pour.
C. Never use cement or any other product as a drier on fresh concrete.
D. Finishers are not allowed to sprinkle water on concrete to keep It plastic.
E. Owner will provide one area on the site for concrete trucks to wash out. Wash -out bins to
be provided by the Owner K required.
F. All dowels for construction joints will be sawn. Sheared dowels are not acceptable.
G. Owner will provide a compacted subgrade at an elevation of f 0.10'(balance zero). This
H. Dampen (do no saturate) fines prior to placing concrete. Owner will provide access (fire
hydrant) to running water on the jobsite. Make sure hose connections are watertight to
prevent damage to subgrade.
13
I. Before pouring any concrete, check with the Owner that the soils engineer has approved
all soil subgrades.
J. Subgrade compaction test reports will be provided to the subcontractor, upon request.
K. Protect glass and aluminum surfaces (and any other adjacent wall surfaces) during pours
and clean concrete off wall and glass surfaces immediately if it gets on these materials.
L. Vibrate any thickened slab greater than 6" thick. Have a back -up vibrator available.
M. Owner will not be responsible for any delays and /or damages caused by weather.
N. Concrete subcontractor will be responsible for layout from building corners provided by
Owner's surveyor. Owner's Representative will review and spot check layout before
pouring, but in no way does this absolve the contractor of responsibility of layout.
O. Provide dewatering as required to perform the concrete scope of work. Responsibility of
dewatering starts when the area is turned over to the concrete subcontractor.
8. Exterior Pavtna.
Walks and Curbs:
A. Concrete Paving:
1.
Fine grade stabilized subgrade, furnish, install, compact and grade 4" granular
base, place and broom finish the 8" un- reinforced concrete paving. Control joint
spacing shall be a maximum of 15' on center in each direction. Expansion joints
shall be pre - molded fiber, MY' thick x full depth and the spacing shall not exceed
100' on center.
2.
Owner will provide a compacted soil cement stabilized subgrade at subgrade the
elevations derived from the drawings +/- 0.10' (balance zero).
3.
Sub -base compaction test reports will be provided to this subcontractor upon
request.
4.
Provide smooth 1" diameter x 18" long dowels 2' -0" on center at expansion and
construction joints or as defined on the drawings. Rotate dowels during the
concrete set up time. When the edge forms are removed, remove the smooth
bars, grease the ends and reinsert into the edge of the slab. Install dowels
straight and level. Do not toenail dowels (speed dowels or square dowels are
acceptable alternates).
5.
Saw cut control joints in aprons to a minimum depth of 2 -1/2 ". Joints shall be
sawcut as soon as the concrete sets sufficientlyto permit cutting without chipping,
tearing, or spelling, but no more than 12 hours after the Dour
6.
Provide and install an asphalt Impregnated fiber joint between the building and
the pavement and between the building permanent objects (if applicable) with
removable top piece i " Vo id Cap /Sn ap Cap " 1 for a caulk joint. Removal
of the top piece after pouring shall be by this subcontractor.
7.
Slope exterior slabs for drainage. Check this closely before pouring.
8.
Provide curing of all exterior concrete with an approved curing compound.
9.
Exterior slabs shall be finished with a laser screed.
14
B. Sidewalks:
1.
Fine grade subgrade, form edges, furnish, pour and finish 4" thick, reinforced with
mesh, concrete sidewalks with medium broom finish. Turn down all sidewalk
edges and thicken at doors.
2.
Provide detectable warning material on all handicap sidewalk ramps per the civil
drawings.
3.
Hand tool all control joints in sidewalks.
4.
Provide sidewalk expansion joints every 20' and hand - tooled control joints at
intervals equal to the width of the sidewalk.
5.
Provide joint in sidewalk at all outside corners.
6.
Slope all sidewalks for drainage. Check this closely and verify before pouring.
7.
Form, place and finish handicapped ramps, per drawings.
8.
Dowel the sidewalk concrete immediately adjacent to the entry doors into the
foundation. Locate the joint under the door threshold. Thicken the sidewalk to 3'
deep (frost depth) the width of the door out from the face of the door.
9.
All walks shall be reinforced with one (1) layer of 6" x 6" x 10 -10 welded wire
fabric or per local codes and standard details. Fabric must be placed at mid -slab.
10.
Apply one (1) coat of dissipating water based liquid curing compound after bleed
water has dissipated from the surface.
11.
Apply one (1) coat of a penetrating liquid sealer to aid in spall prevention from
freezelthaw and de -Icing salts.
12.
Door stoops shall be 5'x5'x36" (frost upheaval) thick unreinforced concrete.
C. Driveway Approaches/Entry Aprons at Truck Paving
1.
Concrete entrance aprons from the adjacent roads to the concrete truck paving
areas shall be 10" thick
over 4" com pacted stone base In lieu of the 8" thick over
4" compacted stone base.
D. Exterior Concrete Curb:
1.
Provide fine grading of subgrade, all materials and formwork to install vertical
curbs, paved gutters, notched curb, integral curb and curb and gutter per the
drawings. 6" tall integral concrete curb shall be installed at the perimeter of all of
the concrete paving, including both sides of all of the drive -in ramps.
2.
Provide curing of curbs with one (1) coat of approved curing compound. Sealer
shall be uniformlyspray applied as a cure at the rate recommended by the
Manufacturer immediately after concrete finish work Is completed.
9. Footings. Foundations.
and Walls:
15
A. Furnish labor, material equipment, excavation, layout, supervision, and expertise required
to provide turnkey Installation of all poured -in -place concrete footings, foundations, grade
beams, and walls for the concrete stairs.
B. Removal of loose dirVdebris atfoundation excavations as needed; formwork installation
and stripping; reinforcement material and installation, concrete material, placement/finish,
dewatering, curing; install steel embeds furnished by others, layout for this work; place
and pump concrete material if required, cleanup, removal and disposal of trash and waste
by this subcontractor.
C. The cast -in -place foundation walls shall be rubbed and patched as If readyto receive
paint.
D. Excavation (for footingstfoundations):
1. This subcontractor is responsible for all excavation and backfill for foundations for
their work.
2. Compacted backfill around footings shall be the responsibility of this
subcontractor.
3. Footing spoils shall be placed away from footings and trenches so that the
earthwork contractor can remove via scraper or large piece of equipment.
4. This subcontractor shall be responsible for providing proper and safe access to
the bottom of everyfooting for the inspector to test for soil bearing capacity.
E. Reinforcement
1. Furnish and install (F.O.B. jobsite, taxes and freight included) required rebar,
mesh, embeds (furnished by others), and accessories.
2. Provide labor, equipment, and materials for unloading and stockpiling
reinforcement materials neatly on wood dunnage.
3. Reinforcing steel shall conform to the latest edition of ASTM standards, including
ties and stirrups.
4. All reinforcing steel shall be detailed, fabricated and installed in accordance with
the latest edition of the A.C.I. Detailing Manual.
10. Miscellaneous Concrete:
A. Furnish all labor and materials (except steel pipe bollards) to core drill (at concrete
subcontractor's option), excavate, set, install and fill pipe bollards where indicated on
plans, as per details on plans. Furnish and install a fiber joint, with removable top piece
for caulking, around bollards located in the site paving. The removable top piece shall be
removed by this subcontractor.
B. The concrete bases for the exterior light poles will be Installed by others.
C. The transformer pad will be installed by others.
D. Exterior concrete stair scope (including footings, walls, landings, risers, treads, excavation
and backfilling) is turnkey.
16
11. Cold Weather:
A. If the air temperature is projected to be below freezing, cover all concrete after pouring
with straw or blankets, and provide additional protection if required. Elevated slabs must
also be protected from below with temporary heat.
B. Protect concrete from freezing if temperature falls below 32 Fahrenheit are forecast.
C. Owner shall pay for any additional costs for winter heat concrete and the use of any
additives ff we feel It is necessary to complete the work. The use of any additives must be
approved in writing by the Owner's Representative five (5) days prior to its intended use.
12. Safety:
A. All trash, nails, wire, and forms shall be cleaned up or removed from the site daily to avoid
tripping hazards and /or injury.
B. Cap all vertical rebar immediately after installation.
C. When pouring concrete, an employee of the concrete contractor shall be assigned to
assist concrete trucks when backing up.
D. Light towers, as required for night pours (if applicable) will be provided by the concrete
subcontractor.
E. Concrete trucks shall be equipped with backup alarms.
16. Submittals:
A. Submit five (5) copies of all required submittals a minimum of fifteen (15) working days
prior to commencement of work.
B. Required Submittals:
Concrete mix designs including laboratorytest reports verifying ultimate
compressive strength, aggregate gradation, and admixture product data.
2. Reinforcing steel: Submit original shop drawings for fabrication, bending, and
placement of concrete reinforcement. Complywith ACI 315 "Manual of Standard
Practice for Detailing Reinforced Concrete Structures ".
3. Product Data: Submit data for proprietary materials and items, including
reinforcement and forming accessories, admixtures, patching compounds,
waterstops, joint systems, curing compounds, and others.
17. Meetinas:
A. A pre -award meeting Wil be held Wth the successful bidder to review the Scope of Work
and any questions or concerns regarding their bid.
B. A preconstructionjob site meeting shall be held approximately two (2) weeks prior to the
start of the scope of work. Mandatory attendance of the on -site concrete superintendent,
the concrete contractor's office main contact during the bidding and contract award
process and the office main contact during the completion of the work is required. The
meeting shall also be attended by the concrete testing laboratory representative, a
representative from the concrete supplier, and the Owners Representative. Ten (10) day
fins chall ha g vpn fn evamm�a
17
C. Weekly progress meetings shall be held at the job site. These meetings will always
require attendance by the on -site concrete superintendent, and depending on the
schedule and quality, the concrete contractor's office personnel may be required to
attend.
18. G n ral R a sir m nt
A. It is the intent of the Owner to obtain a top quality finished product and an all- inclusive bid
per the Bid Instructions and drawings. In that regard, change order requests will not be
accepted unless there is a change in the Scope of Work. Bidders should include all costs
required to deliver a complete system.
1. Subcontractor shall not deviate, exclude, or make changes from the construction
documents without written consent of the Owner.
B. Extras must be approved in writing by the Owner's Representative before work begins.
Claim any extras within ten (10) calendar days from date of occurrence. No extras can be
approved later.
C. Subcontractor shall be responsible for their coordination with other members of the
construction and /or the design team throughout the project until completion.
D. Subcontractor will perform all cleanup associated with subcontractor's work. Owner will
provide dumpsters. Cleanup is a daily activity by all subcontractors. No exceptions.
E. It is the Subcontractor's responsibility to visit the job site prior to bidding to familiarize
himself with actual job site conditions.
F. All materials used shall be new and first quality, and shall be installed in accordance with
manufacturer's recommendations.
G. Subcontractor shall include all applicable taxes, fees, permits, freight, loading and
unloading, hoisting and /or temporary elevator, scaffolding, clean up, supervision,
overhead, etc., to perform his work.
H. This Subcontractor will be responsible for all survey, layout, lines, grade and coordination
required to complete his scope of work unless specifically excluded in these Bid
Instructions.
I. Subcontractor shall employ a competent project staff, including a superintendent/
foreman who at least, shall be in attendance full time at the project site during the
progress of the work, and shall not be changed, except with the consent of the Owner.
1. The initial lead foreman will not be replaced for the duration of the project unless
directed otherwise by Owner.
2. All communications and notices given to the subcontractor's
superintendent/foreman shall be as binding as if given to the subcontractor.
3. Subcontractor shall be represented at all jobsite meetings by the
superintendent/foreman.
4. Subcontractor shall immediately remove from the project any employee, including
the supedntendentfforeman, who is not satisfactory to contractor, owner or
owner's representatives.
5. Subcontractor shall have OSHA competent individual who shall be in attendance
full time on site during the progress of the work.
6. Subcontractor's full time on site representative shall speak fluent English.
7. Cell phones shall be used by the subcontractor superintendent and foreman only.
8. All subcontractor employees shall check In with Owner's Representative when
arriving at the jobsite.
18
J. Subcontractor's employees shall park vehicles in a designated area only. Areas for
parking shall be designated by Owners Representative.
1. No personal vehicles (trucks, vans, etc.) will be allowed within the building
footprint, only in designated areas.
2. No riders on equipment or in bed of trucks.
K. Subcontractor's employees shall take lunch and breaks In designated areas only.
Cleanup of trash by subcontractors employees shall be by this subcontractor.
L. Subcontractor shall provide clean drinking water with individual cups; empty cups shall be
placed into trash receptacles.
M. All equipment that is used on the building pad shall have non - marking tires or tire covers
and be diapered to stop leaks. All leaks shall be corrected immediately. Protective
devices shall be maintained for the duration of the project.
N. No radios or headphones on the jobsite. No exceptions.
O. All contractors shall be licensed in the State and City in which the project is located.
P. Drawings will be sent to subcontractors via email. It is the subcontractor's responsibility
to provide full size, scalable drawings and all drawing updates for their employees at the
jobsite.
ft��'dR itt�iLe�FrF] �i�31
A. Provide a one (1) year written guarantee covering workmanship and materials from the
date the project is 100% complete. Final payment will not be made earlier than 10
working days after receipt of written guarantee, and Operations and Maintenance
submittals.
I l (7W31
A. No exclusions or changes from the drawings, specifications, or bid instructions will be
permitted without written approval from the Owner.
B. Work shall exclude the following:
1. Earthwork
2. Asphalt and associated base.
3. Light pole bases.
4. Testing.
5. Striping and parking bumpers.
6. Steel materials for pipe bollards
7. Transformer pads.
8. Caulking
9. Building footings, slab and walls
19
21.
A. Voluntary alternates are encouraged, however the Base Bid and required Alternates
should be provided per the Bid Instructions. Each alternate bid stands on its own (to the
selected contractor); the alternate bids are not cumulative and will not be shared with any
other bidders.
iW
A. Bid Due Date:
B. Bid Award Date:
C. Work To Start:
D. Work To Complete:
E. Total working days to complete granular base
F. Total working days to complete site paving
G. Total working days to complete curb & gutter
H. Total working days to complete sidewalks
I. This work may or may not start exactly on the above
date; however, we will keep you updated as to the
progress of the job schedule. We will expect the job to
be completed in the same number of working days,
whether the work is started earlier or later.
See Project Schedule
See Project Schedule
Days
Days
Days
Days
20
Landscape & Irriciation
Bid Documents
A. Bidding documents will include these bid instructions and these drawings.
Dwg.
No.
Description
Issue
Date
Rev
No.
Rev.
Date
Architect/Engineer
C01
Dimension Plan
8/22/12
1
10 -8-
Renaissance Infrastructure
12
Consulting
CO2
Grading Plan
8/22/12
1
10 -8-
Renaissance Infrastructure
12
Consulting
CO3
Retaining Wall Plan
8/22/12
1
10 -8-
Renaissance Infrastructure
12
1 Consultin
C04
Utility Plan
8/22/12
1
10 -8-
Renaissance Infrastructure
12
Consultin
CO5
Drainage Plan
8/22/12
1
10 -8-
Renaissance Infrastructure
12
Consulting
C06
Erosion Control Plan
8/22/12
1
10 -8-
Renaissance Infrastructure
12
Consulting
C07
Details
8/22/12
1
10 -8-
Renaissance Infrastructure
12
Consulting
C08
Details
8/22/12
1
10 -8-
Renaissance Infrastructure
12
Consultin
LI.1
Landscape Plan
8/22/12
Vireo
Additional
Documents:
Report of Geotechnical
08/23/1
Exploration
2
Olsson Associates
B. All specifications are noted on documents listed above.
C. Bid instructions will become part of the contract documents.
D. NOTE: The attached proposal form must be submitted with bid.
2. Scope of Work
A. Provide all labor, materials, equipment, supervision, expertise, etc, that is
required to perform all landscaping and irrigation work including, but not
necessarily limited to the following:
Landscaping: Earthwork Sub will spread and rough grade 6" of
topsoil in all areas. The Fine grading of the Top soil is the
responsibility of the Landscaping Subcontractor. Any plant beds or
tree plantings that require over excavating and installing deeper
21
topsoil or special soil mixes shall be the responsibility of the
landscaping contractor.
a. Provide all fertilizers, trees, seed, shrubs, perennials, mulch,
metal edging, orange construction fencing, stakes, rope,
weed barriers, temporary irrigation, etc. as shown on the
drawings.
b. Landscaping shall conform to all local codes and any other
governing entities.
C. Include all fine grading of topsoil necessary to install
mounds, seed, plants, and trees. The earthwork contractor
will leave all grades at ± .10' prior to fine grading by the
landscaper.
d. All plant material shall be new and of relatively similar size
when planting.
e. Any slopes greater than 3:1 shall receive a low ground cover
which requires little maintenance.
f. Support all trees to protect them from weather damage.
Make sure the supports are not too tight as to damage the
tree.
g. All plantings shall be new and of good health. Any
unsatisfactory plantings will be rejected.
h. Plants shall carry a one (1) year warranty.
2. Mow Strip
a. Fumish and install the rock mulch mow strip.
b. Include the excavation, fine grading, metal edging and weed
barrier.
3: Irrigation
a. Design, Furnish, and install a complete irrigation system
based off of the Landscaping plans. All Irrigation drawings
must be designed and sealed by a licensed, registered
consultant.
b. Install the irrigation system per local codes and any other
22
governing entities, and good irrigation practices.
C. Provide valve assemblies, controls, etc., for a complete
installation.
d. All piping shall be underground.
e. Irrigation sleeves shall be provided by others, but the
location will be coordinated with the irrigation contractor.
f. Provide a 1 year warranty on the irrigation parts and labor.
5. It i , this subcontractor's responsibility to clean up their trash on a
ggU basis.
6. It is the subcontractor's responsibility to visit the job site prior to bidding to
familiarize himself with the actual job site conditions.
7. Spoils
a. Any excess soil resulting from digging of plantings shall stock piled across
the street from the site and w ll be hauled off by the earthwork contractor.
8. Safeguard all open trenches and building excavations to prevent
accidents to people and damage to property.
9. The Owner will expect work to be completed on this project on all
days the site is workable. The condition of workability is to be at
the discretion of the Owner.
10. Cleaning of streets for debris and mud generated by this work shall
be the responsibility of this subcontractor, if it is required.
3. Submittals
A. All product data and samples are to be submitted within ten (10) days of contract
award.
4. General Requirements:
C. Claim any extras within twenty (20) calendar days from date of
occurrence. No extras can be approved later. Extras must be approved
in writing by ARCO representative before work begins.
D. Safe
2. In an effort to improve safe working habits and provide a safer
working environment, we have implemented a revised safety
program. We require that all of the subcontractors and suppliers
strictly adhere to the following policies of this program:
23
g. Health and Safety Program
Each subcontractor must have a written Health and Safety
Program, which includes all, required Federal, State and
local safety policies, active health and safety inspections
and weekly safety meetings.
h. Hard Hat Policy
Hard hats shall be worn by all construction personnel and
visitors at all times. There will be no exceptions.
i. GFi and Assured Grounding of Electrical Outlets
All extension cords and power- operated tools shall have a
GFI receptacle and be routinely checked as part of a written
and recorded assured grounding program.
j. Hazardous Communications Program
4. The Owner shall maintain a hazardous materials file. This
file will contain Material Safety Data Sheets specific for
that project, as well as a written hazardous communications
policy.
5. All subcontractors shall submit MSDS sheets on all
hazardous materials being used by their employees.
These sheets will be combined with Owners file. The
sheets shall be submitted before work begins on each
project. Both the subcontractor's file of MSDS as well
as ARCO's file shall be updated as necessary
throughout the project.
6. The combined files shall be kept by the Owner's
Representative for review by any interested party.
k. OSHA Standards
All subcontractors and their employees shall observe all
other OSHA standards that apply to their work.
C. Subcontractor will perform all cleanup associated with subcontractor's
work. The Owner will provide dumpsters. Separate trash into appropriate
dumpsters as required for LEED certification.
D. No exclusions or changes from the drawings, specifications or bid
instructions will be permitted without written approval from the Owner.
E. It is the Subcontractor's responsibility to visit the job site prior to bidding to
familiarize himself with actual job site conditions.
F. All materials used shall be new and first quality, and shall be installed in
accordance with manufacturer's recommendations.
G. Subcontractor shall include all applicable, fees, permits, freight, hoisting
and /or temporary elevator, scaffolding, clean up, supervision, overhead,
etc., to perform his work.
24
H. The initial lead foreman will not be replaced for the duration of the project
unless directed otherwise by Owner.
This Subcontractor will be responsible for all layout, lines and grade and
coordination required to complete his scope of work unless specifically
excluded in these Bid Instructions.
Subcontractor shall employ a competent project staff, including a
superintendent who at least, shall be in attendance full time at the project
site during the progress of the work, and shall not be changed, except
with the consent of the Owner.
K. All communications and notices given to the superintendent shall be as
binding as if given to the subcontractor.
L. Subcontractor shall be represented at all jobsite meetings by the
superintendent.
M. Subcontractor shall immediately remove from the project any employee,
including the superintendent who is not satisfactory to contractor, owner
or owner's representatives.
N. Subcontractor shall not deviate, exclude, or make changes from the
construction documents without written consent of the Owner.
O. Subcontractor shall have OSHA competent individual who at least, shall
be in attendance full time on site during the progress of the work.
P. No riders on equipment or in bed of trucks.
Q. No personal vehicles will be allowed within the footprint of the building,
only in designated areas.
7. Written Guarantees:
A. Provide one (1) year written guarantee covering workmanship and materials from
date of project is complete. Final payment will not be made earlier than ten (10)
working days after receipt of written guarantee.
8. Tentative Schedule:
A. Bid Due Date:
B. Bid Award On:
C. Irrigation start on: May 1, 2013
25
D. Start Landscaping: May 6, 2013
E. Finish irrigation and landscaping: May 24, 2013
F. This work may or may not start exactly on the above date; however, the
Owner will keep you updated as to the progress of the job schedule. We
will expect the job to be completed in the same number of working days,
whether the work is started earlier or later.
26
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