HomeMy WebLinkAbout025558 - Construction-Related - Contract - Creative 4 Construction and Management Company, Inc.'
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CITY SECRETARY ., C--r
CONTRAC'f NO , oo� 'JrJJ `�
� CIP PROJECT NO. 1— PLAYGROUND RENOVATION AT NINE SITES
(SOUTHWEST REGIOi�
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CANDLERIDGE PARK
FIRE STATION PARK
FOREST/TILLERY PARK
HIGHLAND HILLS PARK
OVERTONPARK
SOUTHWEST PARK
WESTCREEK PAI�K
WORTH HEIGHTS PARK
WRIGHT TARLETON PARK
PROJECT NUMBER
C181/080181048150
C181/080181048190
C181/080181048200
C 181/080181048230
C181/080181048270
C181/080181048300
C181/080181048320
C181/080181048330
C181/080181048340
IN
THE CITY OF FORT WORTH
TEXAS
KENNETH L. BARR
MAYOR
RICHARD ZAVALA, DIRECTOR
PARKS AND COMMUNITY SERVICES
D.O.E. NO.
2737
2738
2739
2740
2741
2742
2743
2744
2745
BOB TERRELL
CITY MANAGER
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PARKS AND COMMUNITY SERVICES DEPARTMEN T
PLANNING AND RESOURCE MANAGEMENT DIVISION
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FUNDING OF PROJECT BY
CITY OF FORT WORTH
KELLOGG LANDSCAPE ARCHITECTURE CONSTRUCTION
402 Cedar Street. Bastrop.Texas 78602
Tel (512) 303-2242. FAX (512) 303-2268
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City of FoYt Worth, Texas
Mayor and Council
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Communication �
DATE REFERENCE NUMBER LOG NAME PAGE
1/4/00 C-17813 I. 80PLAY 1 of 3
SUBJECT AWARD OF CONTRACT TO CREATIVE 4 CONSTRUCTION AND MANAGEMENT
COMPANY, INC. FOR THE CONSTRUCTION OF PLAYGROUND RENOVATIONS AT
NINE PARK SITES
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contact with Creative 4
Construction and Management Company, Inc. in the amount of $273,395.90 for construction of
playground renovations at nine park sites.
DISCUSSION:
The 1998 Capital Improvement Program allocated $863,576.00 for playground renovation at twenty
park sites identified in the 1995 Parks and Community Services Department (PACSD) Play Area
Renovation Plan. Of this amount, $386,080.00 had been allocated for playground renovation at nine
park sites in the PACSD Southwest Region. These sites are: Candleridge, Fire Station, Forest/Tillery,
Highland Hills, Overton, Southwest, Westcreek, Worth Heights, and Wright Tarleton parks.
On February' 2, 1999 (M&C C-17255), the City Council approved the award of a contract for design
services to Kellogg Landscape Architecture in the amount of $64,320.00 for the design of playground �
renovations at all nine sites.
This project was advertised for bid on August 19 and 26, 1999. On September 16, 1999, the following
bids were received:
Bidders
Northstar Construction
Creative 4 Construction and Manaqement
Companv. Inc.
Eagleton Construction
Botanical Tech.
Corporate Construction
AUI
Pittman Construction
Base Bid
$222,563.70
$248,095.90
$258,679.00
$284,487.75
$350,630.72
$365,344.00
$919,572.45
Add Alternates
$28,616.00
$38,740.00
$32,500.00
$39,650.00
$44,134.90
$48,220.00
$31,232.00
Total (Base + Altl
$251,179.70
$286,835.90
$291,179.00
$324,137.75
$394,765.32
$413, 564.00
$950,802.45
The base bid includes demolition and replacement of deteriorating or hazardous equipment, and the
installation of concrete flatwork and,accessible safety surfacing. The add alternates provide for the
installation of age appropriate signage for all the park areas (add alternate No. 2 for each unit) and
other site specific equipment modifications or additions (add alternate Nos. 3-6).
The apparent low bidder, Northstar Construction, Inc., is not recommended because they failed to
comply with the M/WBE Ordinance. It is recommended that the base bid and selected add alternates
listed below totaling $273,395.90, as submitted by Creative 4 Construction and Management Company,
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Communication
DATE REFERENCE NUMBER LOG NAME
1 /4/00 C-17813 �
80PLAY
PAGE
2 of 3
SUBJECT AWARD OF CONTRACT TO CREATIVE 4 CONSTRUCTION AND MANAGEMENT
COMPANY, INC. FOR THE CONSTRUCTION OF PLAYGROUND RENOVATIONS AT
NINE PARK SITES
City of Fort Worth, Texas
Mayor and Council�
Inc., be approved for award of the contract. The contract time is sixty working days.
Unit One
Unit Two
Unit Three
Unit Four
Unit Five
Unit Six
Unit Seven
Unit Eight
Unit Nine
Candleridge Park
Fire Station Park
Forest/Tillery Park
Highland Hills Park
Overton Park
Southwest Park
Westcreek Park
Worth Heights Park
Wright Tarleton Park
Base bid + add alternates 2, 3, and 4
Base bid + add alternates 2, 3, and 4
Base bid + add alternates 2 and 3
Base bid + add alternate 2
Base bid + add alternates 2 and 3
Base bid + add alternates 2 and 3
Base bid + add alternate 2
Base bid + add alternate 2
Base bid + add alternate 2
Creative 4 Construction and Management Company, Inc. is in compliance with the City's M/WBE
ordinance by committing to 23% M/WBE participation on the base bid. The City's goal for this project is
18%.
This project budget is as follows:
Construction Contract
Contingencies:
DOE Inspection (7%)
PACSD Administration (4%)
Change Orders (5%)
Total Construction Budget
$273,395.90
19,138.00
10,936.00
13,670.00
$317,139.90
The annual operating impact on the General Fund budget beginning Fiscal Year 2000-2001 will amount to:
Candleridge Park
Fire Station Park
Forest/Tillery Park
Highland Hills Park
Overton Park
Southwest Park
Westcreek Park
Worth Heights Park
Wright Tarleton Park
no impact
no impact
$ 900
$ 900
$ 800
$ 750
$ 750
$ 700
625
Total Impact $5,425
DATE
1 /4/00
SUBJECT
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City of Fort Wo�th, Texas
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Mayor and Counc�l,
Communication
REFERENCE NUMBER LOG NAME PAGE
C-17813 � 80PLAY 3 of 3
AWARD OF CONTRACT T CREATIVE 4 CONSTRUCTION AND MANAGEMENT
COMPANY, INC. FOR THE CONSTRUCTION OF PLAYGROUND RENOVATIONS AT
NINE PARK SITES
These increases in the General Fund are the result of maintaining the wood fiber playground surfacing.
These nine parks are located in COUNCIL DISTRICTS 6, 7, 8, and �9.
FISCAL INFORMATION/CERTIFICATION,:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Parks and Community Services Improvement Fund.
LW:k
Submitted for City Manager's
Office by:
Libby Watson 6183
Originating Department Head:
Richard Zav,ala
Additional Information Contact:
I FUND I ACCOUNT I CENTER
I (to)
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5704 I (from)
C181
C181
C181
541200 080181048150
541200 080181048190
541200 080181048200
AMOUNT
$18,553.00 I
$16,760.00 �
$29,668.20 �
CITYSECRETARY
APPROVED 1/4/00
City d�' Fo�t WoYth, Texas
� Mayor and Cou�cil. .
Communication
DATE REFERENCE NUMBER LOG NAME PAGE
1/4/00 . C-17813 , 80PLAY I 4 of 3
sueJEcr AWARD OF CONTRACT TO CREATIVE 4 CONSTRUCTiON AND MANAGEMENT
COMPANY, INC. FOR THE CONSTRUCTION OF PLAYGROUND RENOVAT(ONS AT
NINE PARK SITES �
� C181 5412a0 080181048230 $31,258.70 �
� C181 541200 080181048270 $25,790.00 �
� C181 541200 080181048300 $43,53a.00 �
1 C181 549200 080181048320 $49,987.00 I
C181 541200 080181048330 $26;005.00 �
RichardZavala 5704 � C181 541200 0801810A8340 $31,844.00 �
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TABLE OF CONTENTS
1. NOTICE TO BIDDERS
2. SPECIAL INSTRUCTIONS TO BIDDERS
3. PROPOSAL
4. CITY OF FORT WORTH MlWBE ENTERPRI5E SPECIFICATIONS
5. PREVAILING WAGE RATES
6. WEATHER TABLE __
7. VENDOR COMPLIANCE TO STA'�E LAW
8. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION
9. TECFINICAL SPECIFICATIONS
DIVISION 1- GENERAL REQUIREMENTS
SECTION 01010 - Summary of Work
SECTION 01035 - Contract Time
SECTION 01100 - Atternatives
SECTION 01150 - Payment To Contractor
SECTION 01300 - Submittals
SECTION 01400 - Quality Control
SECTION 01410 - Testing
SECTiON 01500 - Temporary Facitities and Controls
� SECTION 01640 - Sabstitutions and Product Optioas
SECTION Q1700 - Project Closeout
SECTION 01800 - Contractor's Responsibility for Damage Claims
DMSION 2 - SITE WORK
Section 02100 - Site Preparation ,
Section 02140 - Site Underdrains
Section 02200 - Earthwork • �
Section 02537 - Wood Fiber P[ayground Surfacing ------ -
Section OZ830 - Seeding
ection 02860 - Playground Equipmen� ---�""' "
Section 02870 - Site Furaishings
DIVISION 3 - CONCRETE
� Section 03300 - Cast-in-Place Concrete
Section 03350 — Sandblasting
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DIVISION 7- THERMAL & MOISTURE PROTECTION
Section 07920 - Caulking and Sealants
10. CERTIFICATE OF INSURANCE
11. BIDDER'S STATEMENT OF QUALIFICATIONS
12. PERFORMANCE BOND
13. PAYMENT BOND
14. MA.INTENANCE BOND
15. CONTRACT
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NOTICE TO BIDDERS
Sealed Proposals for the following:
CIP PROJECT NO. 1— PLAYGROUND RENOVATION AT NINE PARK SITES
(SOUTHWEST REGION) PROJECT NUMBERS:
CANDLERIDGE PARK
FIRE STATION PARK
FOREST/TILLERY PARK
HIGHLAND HILLS PARK
OVERTON PARK
SOUTHWEST PARK
C181/080181048150
C181/080181048190
C181/080181048200
C181/080181048230
C181/080181048270
C181/080181048300
C181/080181048320
C181/080181048330
C181/080181048340
� WESTCREEK PARK
WORTH HEIGHTS PARK
WRIGHT TARLETON PARK
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Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be
received at the Purchasing Division Office until 1:30 pm. Thurs., September 16, 1999
and then publicly opened and read aloud at 2:00 p.m. in Council Chambers 2nd floor —
N.E. corner of City Hall. Plans, Specifications and Contract Documents for this project
may be obtained at the Park Planning section, Parks and Community Services
Department, 4200 South Freeway, Suite 2200, Fort Worth, Texas 76115-1499.
Documents will be provided to prospective bidders for a deposit of $50 per set; deposits
shall be made in the form of a check or money order. The deposit will be refunded if the
document is returned in good condition within ten days after bids are opened. These
documents contain additional information for prospective bidders.
All Bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil
Statutes" of the State of Texas with respect to the payment of the prevailing wage rates,
and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City
Code, Section 13-A-21 through 13-A-29) prohibiting discrimination in employment
practices.
In accord with City of Fort Worth Ordinance No. 13471, the City of Fort Worth has goals
for the participation of minority business enterprises and women business enterprises in
City contracts. A copy of the Ordinance can be obtained from the M/WBE office or from
the Office of the City Secretary.
In addition, the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM,
and/or the GOOD FAITH EFFORT FORM ("Documentation") must be received no later
than 5:00 P.M., five city business days after the bid opening date. The bidder shall
submit documentation at the reception area of the Department of Engineering, 2"d floor,
City Hall, and shall obtain a receipt. Such receipt shall be evidence that the
documentation was received by the City. Failure to comply shall render the bid non-
responsive.
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The following list is provided to assist bidders in obtaining the services of M/WBE
vendors qualified to provide such services/materials for this project. A listing of qualified
M/WBE vendors may be obtained at the City of Fort Worth M/WBE office, 3rd floor City
Hall.
� Services/materials for this proiect are as follows,:
demolition/site prep clearing/grubbing
� concrete seeding
site furnishings drainage system
signage sandblasting & painting
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grading/earthwork
steel rebar
wood fiber safety surface
sand safety surface
The City's minimum M/WBE goal on this project is 18 % of the total dollar value of
this contract.
The City will award one contract with a combination of base bids and/or alternates
which is most advantageous to the City.
A pre-bid conference will be held with prospective bidders at the Parks and Community
Services Offices Conference Room 2 on Thurs., September 2. 1999, at 10:00 a.m.
The pre-bid is non-mandatory, however, representation is part of the good faith effort in
meeting the requirements of the M/WBE Ordinance.
� The City reserves the right to reject any or all bids and waive any or all formalities.
AWARD OF CONTRACT: No bid may be withdrawn until the expiration of 49 days
from the day bids are opened. The award of contract, if made, will be within 49 days
a after the opening of bids, but in no case will the award be made until all necessary
investigations are made as to the responsibility of the bidder to whom the contract will
be awarded.
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RICHARD ZAVALA, JR., DIRECTOR
PARKS AND COMMUNITY SERVICES DEPARTMENT
By: ',
Betty B!Presnall, Landscape Architect
(817) 871-5750
Thursday. Auaust 19. 1999
Thursday. Auaust 26. 1999
BOB TERRELL
CITY MANAGER
GLORIA PEARSON
CITY SECRETARY
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SPECIAL INSTRUCTIONS TO BIDDERS
1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of
Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid
submitted must accompany the bid, and is subject to forfeit in the event the successful
bidder fails to execute the contract documents within ten days after the contract has been
awarded.
To be an acceptable surety on the bond, (1) the name of the surety sha11 be included on
the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten
times the limit of the bond. The surety must be licensed to do business in the state of
Texas. The amount of the bond shall not exceed the amount shown on the treasvey list or
one-tenth the total capital and surplus.
2. PROPOSAL: After proposals have been opened and read aloud, the proposals will be
� tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the
application of such formulas or other methods of bringing items to a common basis as
may be established in the Contract Documents.
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The total obtained by taking the sum of the products of unit prices quoted and the
estimated quantities plus any lump sum items and such other quoted amounts as may
enter into the cost of the completed project will be considered as the amount of the bid.
Until the award of the contract is made by the Owner, the right will be reserved to reject
� any or all proposals and waive technicalities, to re-advertise for new proposals, or to
proceed with the work in any manner as maybe considered for the best interest of the
Owner.
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The quantities of work and materials to be furnished as may be listed in the proposal
forms or other parts of the Contract Documents will be considered as annroximate only
and will be used for the purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work performed or materials
furnished in strict accordance with the Contract Documents and Plans. The quantities of
work to be performed and materials to be furnished may be increased or decreased as
hereinafter provided, without in any way invalidating the unit prices bid or any other
requirements of the Contract Documents.
3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract ,
Documents prior to the bid receipt. Information regarding the status of addenda may be
obtained by contacting Parks and Community Services Department telephone number
indicated in the Notice to Bidders. Bids that do not acknowledge all applicable addenda
may be rejected as non-responsive. (See Item G in the Proposal.) �
4. AWARD OF CONTRACT: The Contract may not necessarily be awazded to the lowest
bidder of the Base Bid. The City Engineer shall evaluate and recommend to the City
Council the best bid based on the combined benefits of total bid price and number of
contract days allotted, as specified in the Proposal, and which is considered to be in the
best interest of the City.
SPECIAL INSTRUCTIONS TO BIDDERS
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� Regardless of the Alternative chosen, the Contractor agrees to complete the Contract
within the allotted number of days. If the Contractor fails to complete the work within
the number of days specified in the Construction Documents, liquidated damages sha11 be
� charged as outlined in General Provisions, Item 8.6 Failure to Complete Work on Time,
found in the Standard Specifications for Street and Storm Drain Construction of the City
of Fort Worth, Texas.
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5. PAYMENT. PERFORMANCE AND MAINTENANCE BOND:, The successful bidder
entering into a contract for the work will be required to give the City surety in a sum
equal to the amount of the contract awarded. The successful bidder shall be required to
furnish bonding as applicable in a sum equal to the amount of the contract awarded. The
form of the bond shall be as herein provided and the surety shall be acceptable to the
City. All bonds fizrnished hereunder shall meet the requirements of Chapter 2254 of the
Texas Government Code, as amended.
A. If the total contract price is $25,000 or less, payment to the contractor shall be
made in one lump sum. Payment shall not be made for a period of 45 calendar
days from the date the work has been completed and accepted by the City.
B. If the contract amount is in excess of $25,000, a Payment Bond sha11 be
executed, in the amount of the contract, solely for the protection of all claimants
supplying labor and material in the prosecution of the work.
C. If the contract amount is in excess of $100,000, a Performance Bond shall be
� executed, in the amount of the contract conditioned on the faithful performance of
the work in accordance with the plans, specifications, and contract documents.
Said bond shall solely be for the protection of the City of Fort Worth.
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Maintenance Bond shall be required for all Pazks and Community Services Department
projects to insure the prompt, full and faithful performance of the general guarantee as set
forth in Division 1, Section 01700-Project Closeout, Item 1.02.
In order for a surety to be acceptable to the City, (1) the name of the surety shall be
included on the current U.S. Treasury List of Acceptable Sureties [Circular 870], or (2)
the surety must have capital and surplus equal to ten times the amount of the bond. The
surety must be licensed to business in the state of Texas. The amount of the bond shall
not exceed the amount shown on the Treasury list or 1/l Oth of the total capital and
surplus. If reinsurance is required, the company writing the reinsurance must be .
authorized, accredited or trusted to do business in Texas. � .
No sureties will be accepted by the City which are at the time in default or delinquent on
any bonds or which are interested in any litigation against the City. Should any surety on
the contract be determined unsatisfactory at any time by the City, notice will be given to
the contractor to that effect and the contractor shall immediately provide a new surety
satisfactory to the City �
6. LIOUIDATED DAMAGES: The Contractor's attention is called to Part 1- General
Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain
Construction of the City of Fort Worth, Texas, concerning liquidated damages for late
completion of projects.
SPECIAL INSTRUCTIONS TO BIDDERS
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7 EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278
as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through
13-A-29) prohibiting discrimination in employment practices.
8 WAGE RATES: All bidders will be required to comply with provision 5159a of
"Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of
prevailing wage rates as established by the City of Fort Worth, Texas, and set forth in
Contract Documents for this project. Disregard if Federal Wage Rates are applicable to
this project.
9. FINANCIAL STATEMENT: A current certified financial statement may be required by
the Department of Engineering Director for use by the CITY OF FORT WORTH in
determining the successful bidder. This statement, if required, is to be prepared by an
independent Public A��countant holding a valid permit issued by an appropriate State
Licensing Agency. `
10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor
must provide, along with executed contract documents and appropriate bonds, proof of
insurance for Workers Compensation and Comprehensive General Liability (Bodily
Injury) -$250,000 each person, $500,000 each occurrence; Property Damage -$300,000
each occurrence. The City reserves the right to request any other insurance coverages as
may be required by each individual project. For worker's compensation insurance
requirements, see Special Instructions to Bidders - Item 16.
11. NON-RESIDENT BIDDERS: Pursuant to Article 601 g, Texas Revised Civil Statutes,
the City of Fort Worth will not award this contract to a non-resident bidder unless the
non-resident's bid is lower than the lowest bid submitted by a responsible Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a
non-resident bidder to obtain a comparable contract in the state in which the non-
resident's principal place of business is located.
"Non-resident bidder" means a bidder whose principal place of business is not in
Qthis state, but excludes a contractor whose ultimate parent company of majority
owner has its principal place of business in this state.
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"Texas resident bidder" means a b�dder whose principal place of business is in this
state, and includes a contractor whose ultimate parent company or majority owner
has its principal place of business in this state. �
This provision does not apply if this contract involved federal funds.
The appropriate blanks of the Proposal must be filled out by all non-resident bidders in
order for its bid to meet specifications. The failure of a non-resident contractor to do so
will automatically disqualify that bidder.
12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort
Worth Ordinance No. 13471, the City of Fort Worth has goals for the participation of
minority business enterprises and women business enterprises in City contracts. You may
obtain a copy of the Ordinance from the Office of the City Secretary.
SPECIAL INSTRUCTIONS TO BIDDERS
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The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort
Form, as applicable, must be submitted no later than five (5) City business days after the
bid opening date, exclusive of the bid opening date. The bidder shall submit the
documentation at the reception area of the Department of Engineering ("Managing
Department"), 2nd floor, City Hall, and shall obtain a receipt. Failure to comply shall
render your bid non-responsive.
Upon contract execution between the City of Fort Worth and the successful bidder, now
known as Contractor, a pre-construction meeting will be scheduled at which time the
Contractor is required to submit either Letters of Intent or executed agreements with the
M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed
agreements shall include the following information:
1. Name of Contract
2. Name of M/WBE firm utilized
3. Scope of Work to be performed by the M/WBE firm
4. Monetary amount of work to be performe�i by the M/WBE firm
5. Signatures of all parties
A notice to proceed will not be issued until the signed letter(s) or executed
agreement(s) have been received.
Throughout the duration of this project, the City of Fort Worth is requiring that the
Contractor continue to adhere to the M/WBE Ordinance by complying with the following
procedures:
• A M/WBE Particination Renort Form must be submitted monthly until the contract is
completed. The first report will be due 30 days after commencement of work. The
monthly report MUST have an original signature to ensure accountability for audit
purposes.
• Reports are to be submitted monthly to the M/WBE Office, regazdless of whether or
j'�, not the M/WBE firm has been utilized. If there was no activity by an NI/WBE in a
V� particular month, place a"0" or "no participation" in the spaces provided, and provide
a brief explanation. ��
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• The Contractor shall provide the M/WBE Office proof of navment to the M/WBE
subcontractors and suppliers only. The M/WBE Office will accept the following as
proof of payment:
1. Copies of submitted invoices with front and back copies of canceled check(s), OR
2. A notarized letter explaining, in detail:
� a Subcontractor/supplier Scope of Work
b. Date when services were received from subcontractor/supplier
� c. Amounts paid to the subcontractor/supplier
� d. Ori�inal signatures from both parties must be included on this letter.
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SPECIAL 1NSTRUCTIONS TO BIDDERS
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• If the Contractor foresees a problem with submitting participation reports and/or
proof of payment on a monthly basis, the M/WBE Office should be notified.
If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere
to the following:
1. Immediately submit a Reauest for ADnroval of Change Form to the M/WBE
Office explaining the request for the change or deletion.
2. If the change affects the committed NUWBE participation goal, state clearly how
and why in documentation.
a. All requests for changes must be reviewed and pre-approved by the M/WBE
Office.
b. If the Contractor makes change(s) prior to �pproval, the change will not be
considered when performing a post compliance review on this project.
• Upon the Contractor's successful completion of this project, and within ten days after
receipt of final payment from the City of Fort Worth, The Contractor will provide the
M/WBE Office with a Final Particination Renort Form to reflect the total
participation from ALL subcontractors/suppliers utilized on the project.
• All forms are available at the M/WBE Office, 3rd floor - City Hall. For additional
information regarding compliance to the M/WBE Ordinance, call (817) 871-6104.
Upon request, Contractor agrees to provide to Owner Complete and accurate information
regarding actual work performed by a Minority/Women Business Enterprise (M/WBE)
on the contract and payment therefore. Contractor further agrees to permit an audit and/or
examination of any books, records or files in its possession that will substantiate the
actual work performed by an M/WBE. The misrepresentation of facts (other than a
negligent misrepresentation) andlor the commission of fraud by the Contractor will be
grounds for termination of the contract and/or initiating action under appropriate federal,
state or local laws or ordinances relating to false statements; further, any such
misrepresentation (other than a negligent misrepresentation) and/or commission of fraud
will result on the Contractor being determined to be irresponsible and barred from
participating in City work for a period of time of not less than three years.
13. PROTECTION OF TREES, PLANTS AND SOIL:. All property along and adjacent to
the Contractor's operations including lawns, yards, shrubs, trees, etc., shall be preserved
or restored, after completion of the work, to a condition equal or better than existed prior
to start of work.
By ordinance, the Contractor must obtain a permit from the City Forester before any
work (trimming, removal, or root pruning) can be done on trees or shrubs growing on
public property including street Rights-Of-Way and designated alleys. This permit can
be obtained bv callin� the Forestry Office at 871-5738. All tree work shall be in
compliance with pruning standards for Class II Pruning as described by the National
Arborist Association. A copy of these standards can be provided by calling the above
number. Any damage to public trees due to negligence by the Contractor shall be
assessed using the current formula for Shade Tree Evaluation as defined by the
SPECIAL INSTRUCTIONS TO BIDDERS
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� International Society of Arboriculture. Payment for negligent damage to public trees
shall be made to the City of Fort Worth and may be withheld from funds due the
Contractor by the City.
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To nrevent the snread of the Oak Wilt funeus. all wo�znds �n Live Oak and Red Oak trees
shall be immediatelv sealed usin� a commercial nrunine naint. This is the onlv instance
when nrunin� naint is recommended.
BIDDER'S STATEMENT OF OUALIFICATIONS
A. QUALIFICATION OF BIDDERS: Bidders shall be prepared to demonstrate the
capability to perform the work. �
The Bidders' specific experience, stability and history of performance on projects of a
similar nature and scope will be considered. The BIDDERS STATEMENT OF
QUALIFICATIONS must be delivered to the Project Manager within 48 hours of the
request. �
Location and responsive ability of the firm will be considered.
If your firm anticipates entering into a joint venture with any other firm to conduct all
or part of the performance required under the proposed project, that firm should be
specified in your response. For each frm included in the joint venture, please provide
the information required above. Under the Contract executed for this work the City
will require your firm to be completely 100 percent responsible for fulfilling a11
aspects of the contract bonds. Other firms and employees that may be involved in
their joint venture will be treated by the City under the contract as if they were
employees or subcontractors• of your firm. Other than those firms noted in the
contract as a part of the joint venture, no other firms will be allowed to participate in
the joint venture without written consent from the City.
15. OZONE ALERT DAYS: The Contractor shall be required to observe the following
guidelines relating to working on City construction sites on days designated as "OZONE
ALERT DAYS". Typically, the Ozone Alert season within the Metroplex area runs from
May through September, with 6:00 a.m. - 10:00 a.m. being critical ozone forming periods
each day.
The Texas Natural Resource Conservation Commission (TNRCC) in coordinatio,n with
the National Weather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon
prior to the alert day. On designated Ozone Alert Days, the Contractor sha11 bear the
responsibility of being aware that such days have been designated Ozone Alert Days and
as such shall not begin work until 10:00 a.m. whenever construction phasing requires '�
substantial use of motorized equipment. However, the Contractor may begin work earlier
if such work minimizes the use of motorized equipment prior to 10:00 a.m.
If the Contractor is unable to perform continuous work for a period of at least seven hours
between the hours of 7:00 a.m. - 6:00 p.m., on a designated Ozone Alert Day, that day
will be considered as a weather day and added onto the allowable weather days of a given
month.
SPECIAL 1NSTRUCTIONS TO BIDDERS
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WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance
with Workers Compensation shall be as follows:
A. Definitions:
Certificate of coverage ("certificate") - A copy of a certificate of insurance, a
certificate of authority to self-insure issued by the commission, or a coverage
agreement (TWCC-81, TWCC-82, TWCG83, or TWCC-84), showing statutory
workers' compensation insurance coverage for the person's or entity employees
providing services on a project, for the duration of the project.
Duration of the project - includes the time from the beginning of the work on the
� project until the contractor's/person's work on the project has been completed and
accepted by the governmental entity.
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Persons providing services on the project ("subcontractor" in 0 406.096) - includes
all persons or entities performing all or part of the services the contractor has
undertaken to perform on the project, regardless of whether that person has
employees. This includes, without limitation, independent contractors,
subcontractors, leasing companies, motor carriers, owner-operators, employees of any
such entity, or employees of any entity which furnishes persons to provide services on
the project. "Services" include, without limitation, providing, hauling, or delivering
equipment or materials, or providing labor, transportation, or other service related to a
project. "Services" does not include activities unrelated to the project, such as
food/beverage vendors, office supply deliveries, and delivery of portable toilets.
B. The contractor shall provide coverage, based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Code, Section 401.011(44} for all employees
of the contractor providing services on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the governmental entity prior
to being awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends
during the duration of the project, the contractor must, prior to the end of the
coverage period, file a new certificate of coverage with the governmental entity
showing that coverage has been extended.
E. The contractor shall obtain from each person providing services on a project, and
provide to the City:
(1) a certificate of coverage, prior to that person beginning work on the project, so
the City will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(2) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project.
SPECIAL MSTRUCTIONS TO BIDDERS
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F. The contractor shall retain all required certificates of coverage for the duration of the
project and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by certified mail or
personal delivery, within ten days after the contractor knew or should have known, of
any change that materially affects the provision of coverage of any person providing
services on the project.
H. The contractor shall post on each project site a notice, in the text, form and manner
prescribed by the Texas Workers' Compensation Commission, informing all persons
providing services on the proj ect that they are required to be covered, and stating how
a person may verify coverage and report lack of coverage.
I. The contractor shall contractually require each person with whom it contracts to
provide services on a project, to:
(1) provide coverage, based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) for all of its employees
providing services on the project, for the duration of the project;
(2} provide to the contractor, prior to that person beginning work on the project, a
certificate of coverage showing that coverage is being provided for all employees
of the person providing services on the project, for the duration of the project;
(3) provide the contractor, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, ii the coverage period shown on the
current certificate of coverage ends during the duration of the project;
(4) obtain from each other person or entity with whom it contracts, and provide to
the contractor:
(a) a certificate of coverage, prior to the other person or entity beginning work
on the project; and
(b) a new certificate of coverage showing extension of coverage, prior to the end
of the coverage period, if the coverage period shown on the current certificate
of coverage ends during the duration of the project;
(5) retain al� required certificates of coverage on file for the duration of the �roject
and for one year thereafter.
(6) notify the governmental entity in writing by certified mail or personal delivery,
within ten days after the person knew or should have known, of any change that
materially affects the provision of coverage of any person providing services on
the project; and
(7) contractually require each person with whom it contracts, to perform as required
by paragraphs (1) -(7), with the certificates of coverage to be provided to the
person for whom they are providing services.
SPECI.AL INSTRUCTIONS TO BIDDERS
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J. By signing this contract or providing or causing to be provided a certificate of
coverage, the contractor is representing to the governmental entity that all employees
of the contractor who will provide services on the project will be covered by workers'
compensation coverage for the duration of the project, that the coverage will-be based
on proper reporting of classification codes and payroll amounts, and that all coverage
agreements will be filed with the appropriate insurance carrier or, in the case of a self-
insured, with the commission's Division of Self-Insurance Regulation. Providing
false of misleading information may subject the contractor to administrative penalties,
criminal penalties, civil penalties or other civil actions.
K. The contractor's failure to comply with any of these provisions is a breach of contract
by the contractor which entitles the City to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the
City.
"The contractor shall post a notice on each project site informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify current coverage and report failure to provide coverage. This
notice does not satisfy other posting requirements imposed by the Texas Workers'
Compensation Act or other Texas Workers' Compensation commission rules. This
notice must be printed with a title in at least 30 point bold type and text in at least 19
point normal type, and shall be in both English and Spanish and any other language
common to the worker population. The text for the notices shall be the following
text, without any additional words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
� . "The law requires that each person working on this site or providing services related
to this construction project must be covered by workers' compensation insurance.
This includes persons providing, hauling, or delivering equipment or materials, or
,�� providing labor or transportation or other service related to the project, regazdless of
� the identity of their employer or status as an employee."
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"Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive
information on the legal requirement for coverage, to verify whether your employer
has provided the required coverage, or to report an employer's failure to provide
coverage."
END OF SECTION
� SPECIAL INSTRUCTIONS TO BIDDERS
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C�'1 of��t Qworth "�
Minoriiy and Women�E���3'�+�t��fiise Specifications
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Creative 4 Construction 8� Management Co., Inc. Seg�ember 16. 1999
�R1AlIE COMPANY NAM� Blb DATE
CIP Project NO. 1- Playground Renovation (Southwest Region)
ROJECT NAME PROJ�CT NUMHER
ATTACHM�NT 1A
P�ga � of 2
1TY'S 111NVBE ?RQTECf GOAL: 18% � � M/WB� PEBCE7YTAG£ ACNIEVED: 43% �
FaBure to compiets thia torm� in its entirety with supporting dotumentatton, And recei�eci by the Managing Department
n ot beforr �:00 p.m. flva (Sj City business days after bid openJn�, oxc(usi�e of bid opentng date, wllt result in the b1d
ing considered non-responsive to bid specifications.
e undersigned bidder agrees to enter Into s format agreement with the MBE andlor WBE ftrms for work listed fn this
chsdula� conditioned upon execution of a contract with the City oi Fort Worth. The intentionat AndJor knowing
larapresent�tlon ot iacta fs grounda for consideratlon of dlsqualttl�Atlan and wlll resutt !n tfie bid betng constderod
non-respoqsi�e to specificattona. .
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� Company Nsme, Contact Name, carufled Speclry g�J„Contrpcting Speclfy 4�1 items t� be � � t?oUar f�noimt
Addnat, and Telephone No. Scope of Work (•) Supptied('j ,t.--
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� The Playwell Group �� v�
Randy Hou�hton
, 2750 Northaven, Ste, 103 X
Dallas, Texas 75229
972-488=9�.355 ������
See attached list
Cen-7ex Seeding ,
�3312 Jayce Dr. �
Fort' Worth, Texa� 76116 See attached list
� 817-244-6024 ���- - X
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IAMfBEs taust b� locat*d M the A.(nlne� rountY muk�Mlace or currertUy dolr�,1 quslrwss In the msrk�tpiac� st tlu time of bId
i
�p�cMy all �ross In whtoh �AWB�'s an to b� utilized ar�dlor Itoins to b� wppN�d:
(h A compl�b {Istlr►E of ttams to bt supr�il� (s nquirrd in order W roaiw cndit toward the M1WBE �oal.
103,549.25
2,450.00
� 1d�ntlfY pch Ybr Iw�l. Ti�t: Mqns tfk Iew! of subcontnctirw bdow tf+� prime contneboNcansutt�nt, t.�., a dlr�ct paymant 14
trom t!» prkn� contractor tti a;uDcontrictw' Is constdered i'� Ller, � paym�nt br a subcontr�ctor tv I
� its supplE�r ts cor�sldend 2'� Wr. � �
ilil8 EOR11 t�tli37 SE R�CEIVED BY T4iE MANAGING DEf�ARTMENT $Y 6:bs p.m., F1YE (5) C1TY BllStN�BS flAYS A�T�R 9SD
OPENlNG, EXCLUSIVE OF 7HE BID OPENINa DATE
R�Y. 6i?�a
Psgea 1 and 2 otAttachment 1A muat be nceiMed by the Manaqing pepartment
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ATTACHMENT tA
Paye 2 ot 2
City of Fort Worth
Minortty and Women Business Enterprise Specifications
MBE/WBE UTlLIZA710N
Company Name, Cantact Name,
Address. and Talephone No.
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Speclty AI(,Contract�ng
�cope of Work (")
SpscNy �ll lt�ms to be
5upplled(h ,r�
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Dollar Amount
�e bidder furfher agrees tp provide, dicectiy to tfie City upon requeat, comptebe and accumte inforntation regartilnt
tual worfc pertormed by A!! aubcontractorg, including MBEjs) and/or WBE(sj arrangements submitted rvith this Wd
h� bidder also agrees to ailow an audR andlor examiriation of any booka, recoM� and files hetd by th�i� company tha
wiU aubatantiate !he actual work pertormed by the MBE(s) andlor WBE(a) on thta contract, by an authorized offker o
�ptoyee oi the City. Any intantional andlor knowing misrepresentation ot facta wt[I be grounds for tetmin�tin� t!r
niract or debarment from City work for a period oi nvt lesa than three (3} yeara and for initiatirtg action ander Federol
State�or Local lawa conceming fatse atatements. Any faiture to compiy with this ardinxnce ar�d createa a matett�
�ach of contract may reauit In a determination oi an irresponsible ofFeror and barred from p�rttcipating !o City wor
a period of time not leas than one (1) year.
ALL MBEs and WBEs MUST BE CERTIFIED BY THE CRY BEFORE CONTRAC7 AWARD
�uthoNzed Signature
President
�i'itte
Creative 4 Construction & Management
Co., Inc.
Phinetta Hunter
Printsd Signature
Clvde Hadlev / Estimat�r
Cont�ct Name and Title (tf dtfferont)
940-552-6553
Tetephone Number (aj
940-552-6571
Fax Number
September 21. 1999
Date
a �ompany N�m�
3320 Mai� St.
Addresa
O Vernon, Texas 76384
:ttyJState2ip Cods
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THi3 FORM NlUST BE R�CEIVED BY TtiE MANAGING DEPARTMENT sY 5:04 p.m„ FiVE (5) CITY BUSINESS DAYS AFiER BID
OPR'NIIV�, EXCLU8IVE OF THE BtD OPENINO bATE
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Pages 9 and 2 of Attachment 1A must he received by the Managing Department
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�: MR. BOB TERRELL
City Manager
Fort Worth Texas
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PROPOSAL
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OR: CIP PROJECT NO. 1— PLAYGROUND RENOVATION AT NINE PARK SITES
(SOUTHWEST REGION) PROJECT NUMBERS:
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CANDLERIDGE PARK
FIRE STATION PARK
FOREST/TILLERY PARK
HIGHLAND HILLS PARK
OVERTON PARK
SOUTHWEST PARK
WESTCREEK PARK
WORTH HEIGHTS PARK
C181/080181048150
C181/080181048190
C181/080181048200
C181/080181048230
C181/080181048270
C18�/080181048300
C181/080181048320
C181/080181048330
WRIGHT TARI..ETON PARK C181/080181048340
ursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the plans, specificatio�i.s, and
e site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labo��,
quipment, and materials necessary to fully complete all the work as provided in the plans and specifications, �id
ubject to the inspection and approval of the Parks and Community Service Departinent Director of the City of Fort
orth.
e"approximate quantity" category is for information purposes only. The Contractor shall be aware that the
roposal contains both Lump Sum and Unit Price items. The Contractor shall be paid on the basis of actual installed
quantities on items that are not Lump Sum.
�the lowest bid received exceeds the funds budgeted for the project, the City reserves the right to decrease the
quantities contained in any line item or to eliminate any specific line items before award of the contract in order to
ring the work within budget. By submitting a bid, the bidder acknowledges the City's right to adjust or eliminate
e items and agrees to honor without recourse its line item bid price.
pon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and fiunish, if
plicable, Performance, Payment, and Maintenance Bonds approved by the City of Fort Worth for performing and
completing'th� said work within the time stated and for the following sums, to-wit:
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BASE BID
Y APPROX. DESCRIPTION OF ITEMS WITH BID
EM QUANTITY PRICE WRITTEN IN WORDS
nit One — Candleridse Park
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1 Lump Sum Remove Wood Structures including
.Concrete Footings.
/ L1r� /u'� �undicd Dollars &
�� Cents per LS
U1�IIT
PRICE
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TOTAL
AMOUNT BID
iaa�
2. 1 EA
P
Unit Two — Fire Station Park
otal for Candleridge
ark
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1. 1 Lump Sum Remove.Wood Structures including
Concrete Footings.
Tivr./ve. I-�ur�c�r� Dollars &
ry �, Cents per LS
2. 1 EA
T
P
Unit Three — Forest/Tillery Park
.�
otal for Fire Station
ark
1. 1 Lump Sum Remove Wood Shuctures including
Concrete Footings.
%,�oe�ve /�urr��c�' Dollazs &
yu �� Cents per LS
2. 191 ° CY Remove Sand Play Surface
�'�y, Dollars &
nr d Cents per CY
$ ���.3 $ /a, ���5�3
$ �,a o0
��
$
� `%a ���
$ l a dl�
$ �'�'� �D
$
� �, � ��
$ i,aoo $ �aoo
$ 1 a°� $ �. 91 v
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Provide & Install GameTime Play Structure
QT # 9951752 ..F; .� _ �-y, �«
7'wcJ�c�c�,.r�i ei�h�huhar�iDollars&
ry o Cents per EA
Provide & Install Little Tikes Play Structure
PB 4 Modified �� �
(V i ►7P.�'1 GA.,Ya� �r /t4���liS
Cents per EA
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3. 1 Lump Sum Remove Buck - A- Bout & Spring
Animals
f u r �un��rc�l Dollars &
Cents per LS
4. 4700 CF
5. 15 LF Install 4" PVC Drain Line
Th i r��I Dollars &
yl/r� � Cents per LF
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6. 1 EA Install Concrete Headwall
� J 4�.'�r�n 1-rtrnC�re� D0113TS &
v W �� Cents per EA
7. 1 EA Install Concrete Accessible Ramp
Two 77zousa.,,�J Dollars &
ry � Cents per EA
8. 160 SY R
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j'�j9. 1 EA P
�r�
'• � T
P
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�Jnit Four - Hi�hland Hills Park
eseed Disturbed Areas with Bermuda/Rye
See Specifications)
%h r e e.. Dollars &
..�1�}z� - -}-L,,� p Cents per SY
rovide & Install Little Tikes Play Structure
Model # PB 5 Modified
e71 J(�lou.sundsl �Y�-`SU(�i1�S��Gvc
�r v Cents per EA
otal for Forest/Tillery
ark
Q1. 1 Lump Sum Remove Wood Structures including
Concrete Footings.
nTw�Ive 1�un�1�r�D Dollazs &
`r' N;, Cents per LS
Y
$ $ 1/�L�
0
$ � L $
$ �3 D �D $
$ l, �3� D $
$ r�, /� �� $
$ ,3 �� $
$ �. $
9. 8 ��
y�5��
�� ���
�. QUd
�by
�.� ,�.�.
$0��1£�d9
$ �,aoD $ �a�a
Provide & Install Wood Fiber Safety
Surface System, including Manufacturer's
Drain System and Mats
Ti�a Dollazs &
e h Cents per CF
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�.
5.
�
7.
8.
9.
10.
200 CY Remove Sand Play Surface
�'P yi Dollars &
y� � Cents per CY
1 Lump Sum Remove Slide & Spring Animal
3765 CF
50 LF
1 EA
1 EA
100 SY
1 EA
t
1 EA
Fo t.t r��E u, �r � �l Dollars &
ry � Cents per LS
Provide & Install Wood Fiber Safety
Surface System, including Manufacturer's
" Drain System and Mats
�'�,� � Dollars &
..�:► •�� - P.� G k�- Cents per CF
.� �
Insta114" PVC Drain Line
`�-,�, f�..�,,1 Dollars &
� b Cents per LF
Install Concrete Headwall
���P_}�� Dollars &
Cents per EA
Install Concrete Accessible Ramp
-T'v,� e i�, hu S u n�4 Dollars &
n, o Cents per EA
Reseed Disturbed Areas with Bermuda/Rye
(See Specifications)
<S i x Dollars &
h�„ Cents per SY
Provide & Install Little Tikes Play Structure
Model # PB 5 Modif �ed j-y�{
�ic�h�Thou.�a n�i1�I.oP�1�0�'dl's c��C.
� ry v Cents per EA
Provide & Install Single Bay Swing
pn� T-i�Dk�l T►�f�e S�v�.,�.� Dollars &
�� Cents per EA
Total for Highland Hills
Park
ao
$�—
$ �DD
$ �2 s8
00
$�30
$
�$ a, /�/��
$ �00
$ 9, �I �
$ �-1 � O l�
� ��1e���
$ �vao $ ��nr�
$ b� $ � DD
$ R, � �.s $ � a � �
. ,
$ $ % ���
$
��� �
� nit Five — Overton Park
1. 1 Lump Sum
2. 163 CY
3. 1 EA
4. 1 EA
�. 3400 CF
6. 60 LF
7. 1 EA
8. 1 EA
9 9. 150 SY
10. 1 EA
Remove Wood Structures including
Concrete Footings.-
Tw e.lv c I-��hc1r�� Dollars &
� a Cents per LS
Remove Sand Play Surface
�',e. � Dollars &
y� u Cents per CY
Relocate Dinosaur
S) X �-unc�rcd • Dollars &
N o Cents per EA
Relocate �Spring Animal
5'� x}.�.1� r,c� r c� Dollars &
�y o Cents per EA
Provide & Install Wood Fiber Safety
Surface System, including Manufacturer's
Drain System and Mats
'��a� n Dollars &
� �}- Cents per CF
Insta114" PVC Drain Line
`��i r }-� Dollars &
� o Cents per LF
Install Concrete Headwall
�i�},�r�n N-ur.�,r«i Dollars&
� d Cents per EA
Install Concrete Accessible Ramp
j w o fihnus �� Dollazs &�
,,u ,, Cents per EA
Reseed Disturbed Areas with BermudalRye
(See Specifcations)
� r � P Dollazs &
�,�6�,�,J _�,,�,� Cents per SY
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Provide & Install Tire Swing
�'�.+�D�}1w�sa n,0 Twa -F►�� T,•��ollars &
y�,� Cents per EA
$ 1, � �a $ l, �DD
$ �p� $_1,1 ��
$ (o U� $ ln D(J
$
$
b�� $ (o ��
,� �S $ $ . ��3�
�
$ _30 $
$ $
I 8��
1. sca d
$ � Ddb $ �bbU
$ ,�� 8�
$ a.a��
$�.5" �b
$ � �.� �
�
a
12. 1 EA Provide & Instal� V�hirl
JUinr;},ccn �1,itn��re� Dollars &
a� o Cents per EA
4
i
LUnit Six — Southwest Park
�
� 1. 1 Lump Suxn
a
2. 265 CY
3. 80 LF
4. 1 EA
4
y 5. 1 EA
6. 3100 CF
,i
7. 77 LF
8. 1 EA
Total for Overton Park
Remove Wood Structures and Walls
including Concrete Footings.
�.x.,jJe 1�.�,r,�rr�h �� Dollars &
Cents per LS
Remove Sand Play Surface
` � � Dollars &
� n Cents per CY
Remove Concrete Curb
..�i .��t� ,,� Dollars &
� p Cents per LF
Remove Bench
� r P c l�u� Dollazs &
Cents per EA
Relocate Slide
��,k 1� u��C1Y tra Dollars &
Cents per EA
Provide & Install Wood Fiber Safety
Surface System, including Manufacturer's
Draiia System and Mats
�W u Dollars &
� i x-�--� Cents per CF
Install4" PVC Drain Line
--`-�, ; r �.-�,� Dollazs &
� � Cents per LF
Install Concrete Headwall
�i�l��-r.�cn �uh•�rtc� Dollars &
Yv � Cents per EA
$ 1,���
$ r,ao�
�$�Q�
$ aa, ��o
$ ,��a
$ 1 (JdU $ �, �O✓�
$ 1�5 6� $ 1. �DO
$ �360 $ �3oa
$ � 6l� $
$ n� � � $
� �3 6 $
$ $
•�
•
�/��
�� �3 � �
����
1 EA Install Concr�t� Accessible Ramp
T'l�i� �nu,Su n�.� Dollars &
,;v � Cents per EA
0. 130 LF Install Concrete Curb
...�-� .��� v� Dollars &
�} p Cents per LF
11. 200 SF
�
�2. 45 CY
13. 275 SY
4. 105 CY
5. 1 Lump Sum
Install Concrete Walk
� j x Dollazs &
�,�, o Cents per SF
Provide & Install Topsoil'
Si X �i--� Dollars &
yv� � Cents per CY
Reseed Disturbed Areas with Bermuda/Rye
(See Specifications)
� r � � Dollazs &
� � Cents per SY
Provide & Install Pair of Volleyball Sand
� � � � Dollars &
ry o Cents per CY
Provide & Install Volleyball Standards and
Net
Fc�ar�et� �uv���l'�°,�� D011ars &
Cents per LS
16. 1 EA Provide & Install GameTime Play Structure
Model # 11557
� . j T'en��ou.san� �lnrCe e��u��y-���ollars &
- � �, Cents per EA
� Total for Southwest Park
�Unit Seven — Westcreek Park
�1. . 1 Lump Sum Remove Wood Structures including
�'"� Concrete Footings.
�J TwelU c E}u Y,,� r,� � Dollars &
r
Yv a Cents per LS
�
$ � 000 �$
$ ,�5 � $
$ � C�b $
$ b0 aa $
$ ( � bD $
� 30 �o
$ l.�/di�
F iii
l. 9�5 �
l:aoo
a, ��o
op
gas
$ �3, i�s�
$ l. �DI
$ i6,�3�.5 � 10, <3�S
$ � �l 9�31�
$ 1,a�D $ 1,���
250 CY
. 375 SF
1 EA
5. 2 EA
1 EA
7. 1 EA
. 1 EA
9. 3150 CF
10. 140 LF
11. 1 EA
12. 2 EA
Remove Sand Play Surface
�P. h Dollars &
}v p Cents per CY
Remove 3' Wide Concrete Curb
�j y }�� Dollazs &
W p Cents per SF
Remove Bench
�r�c ��hdr��� Dollazs &
yv � Cents per EA
Relocate Double Bay Swings
`�'�„��e,lvc. 1-�unc�rY�� � Dollars &
��y p Cents per EA
Relocate Whirl
�h� �-�-i a nr�_ D011a1'S 8G
„T �, Cents per EA
Relocate Dome Climber
� %`h� u n��r�c�D Dollars &
,.� J Cents per EA
Relocate Buck — A - Bout
Fi�h� i-��.��r�c� Dollars &
,,, �, Cents per EA
Pro :�ide & Install Wood Fiber Safety
Surface System, 'including Manufacturer's
Drain System and Mats
�� p Dollars &
� d .�..� Cents per CF
Insta114" PVC Drain Line
�� � � �-,� Dollars &
�v � Cents per LF
Install Concrete Headwall
E iV M-ct n 1�}u n c� r c �� Dollars &
� o Cents per EA
Install Concrete Accessible Ramp
� 1,�� I�r, u� an.� Dollazs &
y�J � Cents per EA
�
$� �$
$ �� $
$ �3 D 0 $
��SDD
�.3f.0��
�3D�
$ I;a ob $ a,�oo
$ �6 /� $ ���
$ �60 $ � �l�
$
$
• �/
� �D
$ � 30 �
$ �fS�U
$ �D�
$ �. � 7.�
$ �,a oa
$ J,�� o
$ �, 0 0 0 $ � DDD
13. 170 LF Install Concrete Curb
���� Dollars & �
� o Cents per LF
14. 135 SF Install Concrete Walk
F i � � �- Dollars &
�o Cents per SF
15. 96 CY Provide & Install Topsoil
�� � X -�-� Dollars &
N o Cents per CY
16. 575 SY Reseed Disturbed Areas with BermudalRye
(See Specifications)
� n e � Dollars &
�j,�-� �_ �5 j � Cents per SY
17. 88 CY Provide & Install Sand in Tot Play Area
�;, r�--,,� Dollars &
� � Cents per CY
18. 1 EA Provide & Install Slide
�o+.z r� c u� �►� •-�i ut N4 �011 ars &
�d Cents per EA
19. 1 Lump Sum Provide & Install Play Panels & Posts
�i-�}eer� 1�uhr�rc,� Dollars &
yv o Cents per LS
Total for Westcreek Park
Unit Ei�ht —''Worth Hei�hts Park -
1. 1 Lump Sum Remove Wood Structures and Wa11s
including Concrete Footings.
/Gve%c /�u� �/r.,/ Dollars &
Cents per LS
2. 47 LF Remove Concrete Curb
�-���, Dollars &
yV� v Cents per LF
$ I_5� �$ �a�o
$ 8'� $ 1,0��
$ (o� � $ J�.�� �
$ �� �� $ �8�
$ �D
$ �1�5 6 b
$ Isoo
$ a � �-�
.
$ �f5d f
$ /,�5 02—
$ '7� �� %
$ � � f� D $
�
$ %S �v $
I, a D r'S
��
�
��
7.
0.
I1.
12.
13.
85 CY
1 EA
1 EA
2900 CF
5 LF
1 EA
1 EA
�Li�A�I
40 CY
250 SY
1 EA
Remove Sand Play Surface
�j-'� � Dollars &
� � Cents per CY
Relocate Spiral Slide
�i Sh� 1-�u ri�rr� Dollars &
w o Cents per EA
Relocate Buck - A - Bout
F ��y, �. }}� h� r�,� Dollars &
�� Cents per EA
Provide & Install Wood Fiber Safety
Surface System, including Manufacturer's
Drain System and Mats � �'
-�'w � Dollars &
.�j ..��� Cents per CF
Insta114" PVC Drain Line
S ; � }-� Dollars &
�
,N v Cents per LF
Provide & Install See Saw Snake
�rcr Th�u.�ar,.� Dollazs &
�vv Cents per EA
Install Concrete Accessible Ramp
�-�; o -��,,�5 u �� Dollazs &
rU n Cents per EA
Install Concrete Curb Wall
5 j x �--,,.,, Dollars &
�
Yv o Cents per LF
Provide & Install Topsoil
- � � X-�-�a Dollazs &
,,v o Cents per CY
Reseed Disturbed Areas with Bermuda/Rye
(See Specifications)
} � � Dollars &
� � � � � Cents per SY
Provide & Install Dome Climber
(�np �I�nn��son c) Dollars &
� a Cents per EA
$ ) �°�
$ SDD
$ R�l�
.$ 8�50GD
$ ����
$ �Db
$ � `�° $ '��v��5
$ �D°� $ �3D0
$ � Qob $ : 3 �Dd
� •
.� I�►I - I/♦
$ bQ
$ Ll a D�
$ /��
$ a �D�.
$ � �d $
$ � Dd� $
���
/DD D
Total for Worth Heights Park
Unit Nine — Wright Tarleton Park
1. 1 Lump Sum Remove Wood Structures and Walls
including Concrete Footings.
Twelue !-�ur�r��r�cG Dollars &
y� � Cents per LS
2. 110 CY Remove Sand Play Surface
�'� y� Dollars &
�ry � Cents per CY
3. 1 EA Relocate Whirl
�i�ti�- I����rc�d Dollars &
y� � Cents per EA
4. 1 EA Relocate Buck — A- Bout
� ►,� � }�-►, v�r� r,r,� Dolla�-S &
n� a Cents per EA
5. 1 EA Relocate Spiral Slide
'F' ; ��, � ��i,,� ,� r,�,D Dollars &
W d Cents per EA
6. 2600 CF Provide & Install Wood Fiber Safety
Surface System, including Manufacturer's
Drain System and Mats
�� � � Dollars &
S i x. -1- �1 Cents per CF
7. 70 LF Insta114" PVC Drain Line
�� i � -�-� Dollars &
N ,� Cents per LF
8. 2 EA Install Drain Holes in Wall and Curb at End
of PVC Pipe Drain
�� rr r {�� Dollars &
„�„ Cents per EA
9. 2 EA Install Concrete Accessible Ramp
TWO LY\DUS@y�r/i D011�$&
�-,�� Cents per EA
$ ,1a00
$ �, a a5
$ l.a DD
$ l0°� $ l,1ao
$ 8�� $ �1D1
$ ��D $ �Ob
$ �6d $ �6I
$ � �O $� '�� D
�
$��a $ � � ��
$ ��� $ ��d
$ � OD� $ �, oao
10. 210 LF Install Concrete Curb
(^ i ��-�� ;� Dollars &
j�l Q Cents per LF
11. 300 SF Install Concrete Walk
� j x Dollars &
y� r� Cents per SF
12. 27 CY Provide & Install Topsoil
S 1 x �-� Dollars &
y�t v Cents per CY
13. 170 SY Reseed Disturbed .Areas with Bermuda/Rye
(See Specifications) '
j—pu r pollars &
TW P_n�-� Cents per SY
14. 1 EA Provide & Install Single Bay Swing
����,�►-�u � a r�c �i Dollars &
1� o Cents per EA
15. 1 EA Provide & Install Steering Wheel
I In r P� N kr�� r�.DDollars &
yv � Cents per EA
17. 1 EA Provide & Install Animal Panel and Posts
Q vl e�n,�� a n`( Dollars &
� � Cents per EA
Total for Wright Tarleton Park
, .
BASE BID - RECAPITULATION
. nit One - Total Cost for Candleridge Park
.nit Two - Total Cost for Fire Station Pazk
nit Three - Total Cost for Forest/Tillery Park
nit Four - Total Cost for Highland Hills Park
$ l. 5 � � �3, ��5d
$ �o �° $ 1.8 4 D
,�
$ l�� $ ) � a D
$ �/�° $ %l�
$ 1 �5 D0 $
,
$ �3 d0 $
l�Q�
�DD
$ l , D�� $ l, � D �5
$ ,��,�3���
$ j �, � ��—
$���
$ a �, � b �
$ � `� ��5 q
, �
�
l
Unit Five - Total Cost for Overton Park
' nit Six - Total Cost for Southwest Park
Unit Seven - Total Cost for Westcreek Park
nrt Eight — Total Cost for Worth Heights Pazk
�
' Unit Nine - Total Cost for Wright Tarleton Park
DTotal Base Bid
�
BID ALTERNATES
a
UNIT ONE — CANDLERIDGE PARK:
�-8id Alternate No. 1— Deduct all Demolition and Removal Items.
$ � a. � 9l�
$ , � 1, 9� 3Z�
$ � _ , ) c'� % _
$ �� , a.1�,:�
.
� ._ i
$ _r�,�1 � � % � '�
D Total Deduct Alternate No. 1 $ f o� �� �-�P S�
.
id Alternate No. 2—Add Provide & Install Two (2) Play Signs
. Total Add Alternate No. 2 $ ���5 Q j) /Sign
�id Alternate No. 3—Add Remove Existin Picnic Table & Provide & Install8' Accessible Picnic Table
g
aTotal Add Alternate No. 3
�-�id Altemate No. 4—Add Modify Existing Tot Play Structure
U
Total Add Alternate No. 4
a
:JNIT TWO -= FIRE STATION PARK:
�id Alternate No. 1— Deduct all Demolition and Removal Items.
� Total Deduct Alternate No. 1
3id Alternate No. 2—Add Provide & Install Two (2) Play Signs
� Total Add Alternate No. 2
("id Alternate No. 3—Add Provide & Install See Saw Snake
U
Total Add Alternate No. 3
D
$ / 0 D 0 �-ump sum
$ a� O Q a 2ump Sum
$ %, � D � lLump Sum
$ � , <5%� l� /Sign
$ � �� � (� � 1Each
id Altemate No. 4 Add Remove Two Spring Animals
Total Add Alternate No. 4
$ __-CL-C�� /Each
Alternate No. 5-Add Remove 54 LF Concrete Curb and Insta1153 LF Concrete Curb
Total Add Alternate No. 5
Alternate No. 6-Add Sandblast and Paint One Existing Single Bay Swing
Total Add Alternate No. 5
THREE - FORES'I'/TILLERY PARK:
id Alternate No. 1- Deduct all Demolition and Removal Items.
$ �� �, �� /I-ump Sum
$ l,�l�/S �..,.�p s�
Total Deduct Alternate No. 1 $,�,��) (j /Lump Sum
id Alternate No. 2—Add Provide & Install One (1) Play Sign
Total Add Alternate No. 2 $ g Q D /Sign
id Alternate No. 3— Add Provide & Install One Buck — A— Bout with Aluminum Animal Seats
Total Add Alternate No. 3
FOUR — HIGHLAND HILLS
Iternate No. 1— Deduct all Demolition and Removal Items.
Totai Deduct Alternate No. 1
lternate No. 2—Add Provide & Install Two (2) Play Signs
Total Add Alternate No. 2
$ � �Q Q /Lump Sum
$ r7 i> lLump Sum
$ �,�5 �(� /Sign
id Alternate No. 3-Add Remove Existing Picnic Table and Provide & Insta118' Accessible Picnic Table
Total Add Alternate No. 3 $�� ��Q� /Lump Sum
id Alternate No. 4—Add Provide & Install One Whirl
Total Add Alternate No. 4 $ a a d d /Each
I�
�TNIT FIVE — OVERTON PARK:
id Alternate No. 1— Deduct all Demolition and Removal Items.
Total Deduct Alternate No. 1
�Bid Altemate No. 2—Add Provide & Install Two (2) Play Signs
$ v�,g� � /Lump Sum
Total Add Alternate No. 2 $�,�Q� /Sign
4id Alternate No. 3—Add Rem v 'c ' ' i le Picni Ta e
o e Existing Pi nic Table and Provide & Install 8 Access b c bl
� Total Add Alternate No. 3 $%�J Q� /Lump Sum
�IT SIX — SOUTHWEST PARK:
�'$id Alternate No. 1— Deduct all Demolition and Removal Items.
��
� Total Deduct Alternate No. 1
�id Alternate No. 2—Add Provide & Install One (1) Play Sign
$ �� 3�d /Lump Sum
pTotal Add Alternate No. 2 $ �(�Q /Sign
Bid Alternate No. 3—Deduct Remove Existing Bench and Add Relocate One Existing Bench and Insta1140 SF
� Concrete Pad for Relocated Bench
Total Bedtrct Add Iternate No. 3
4�
IT SEVEN — WESTCREEK PARK:
id Alternate No. 1— Deduct all Demolition and Removal Items.
Total Deduct Alternate No. 1
, �
ici Alternate No. 2—Add Provide & Install Two (2) Play Signs
Total Add Alternate No. 2
id Alternate No. 3-Add Provide & Install Steering Wheel
$ �� f� /Lump Sum
$ a , �� /Lump Sum
$ ��J�`(j � /Sign
Total Add Alternate No. 3 $
Bid Alternate No. 4— Deduct Remove Existing Bench and Add Relocate One Existing Bench
Totai � Add Iternate No. 4 $
� �Q�,i /Lump Sum
8'D D /L,ump s,am
�
Y.
IVIT EIGHT — WORTH HF,IGHTS PARK:
- Bid Alternate No. 1— Deduct all Demolition and Removal Items.
Total Deduct Alternate No. 1
id Alternate No. 2 Add Provide & Install One (1} Play Sign
. Total Add Alternate No. 2
IT NINE — WRIGHT TARLETON PARK:
Bid Alternate No. 1— Deduct all Demolition and Removal. Items.
� Total Deduct Alternate No. 1
I
id Alternate No. 2—Add Provide & Install Two (2) Play Signs
Total Add Alternate No. 2
id Alternate No.(3�Add Provide & Insta1170 LF of Handrails, Handrail Footings,
� �/ and 66 LF of Concrete Curb
Total Add Alternate No��J f� �{ d
$ �, % � /I..ump Sum
$ ��� � /Sign
$ o'� � �()Q /Lump Sum
$ %,��� /Sign
$ �i! / y � /Lump sum
id Alternate No. 3-Add Provide & Install One Bench
Total Add Alternate No. 3 $ ��,. �� n j� /Each
. This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04
I
.
�
�
�
I
.�
I
I
(F) of the Texas Limited Sales, Excise and Use Tax Act.
The Contractor performing this contract may purchase, rent or lease all materials, supplies, equipment used or
consumed in the performance of the contract by issuing to his supplier an exemption certificate in lieu of the tax, said
exemption certificate complying with� State Comptroller's ruling tax, said exemption certificate complying with State
Comptroller's ruling #95-0.07. Any such exemption certificate issued by the Contractor in lieu of the tax shall be
subject to the provisions of the State Comptroller's ruling #95.09 as amended to be effective October 2, 1968.
The undersigned assures that its employees and applicants for employment and those of any labor organization.
subcontractor or employment agency in either furnishing or referring employee applicants to the undersigned a��e not
discriminated against as prohibited by the terms of City Ordinance 7278, as amended by City ordinance 7400 (Fort
Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices.
The undersigned agrees to complete all work covered by these contract documents within Six 60 WorkinQ Days
after the date for commencing work as set forth in the Notice to Proceed to be issued by the Owner and to pay not less
than the "Prevailing Wage Rates for Highway Construction" as established by the City of Fort Worth, Texas effective
June 6, 1995.
�
��
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�ro
,�
'���
�
Within ten (l 0) days bf receipt of notice of acceptance of this bid, the undersigned will execute the formal contract
and will de3iver applicable Surety Bonds for the faithful performance of this contract. The attached deposit check in
the sum of $_Dollars ($i.� /�'0 6�' %b-iz � 31�).is to become the properry of the City of Fort Worth, Texas,
or the attached Bidde�'s Bond is to be forfeited in the event ttie contract and applicable bonds are not executed within
the time set forth, as liquidated damages for delay and additional work caused thereby.
In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the
most advantageous price for construction thereof to the Ciry or to reject the proposal. .
. Receipt is hereby acknowledged of the following addenda:
No.l � No.2 No.3 No.4 .
Respectfully submitted,
�Ll,r� `�f ��r� n� f`rt���i�n
(Company Name)
� r7��
By (Authorized Signature)
...,,. Sc-�-� �
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f=yL�iG��"�-
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�� �� . �� /�'lc�; h � S�'�
.���. i x � � ��r�'
�e: ( 9 /eJ� �`�"v� —���5�j
�- �a���.��-� �- �'o., ���.
SEAL (if corpora:ion)
;-��'�ri`:
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JUN� 6, 1995 :iJMaN RESOGR�=S ��• •
CI':Y��OE' FORT WORTH
�� � HIGHWAY �CONSTRJCTION
•• �' PRE�VAiL'ING �WAGE �`RAT�� FOR � 1995
CLASSIFICATION RATE CLASSIFZCA�ION " • � �
---------------------------------------------...._..-------------=--� � -
,TTE
� � POW�� �?UFPMENT O?ERr1TORS �' � . :
RIR TOOL OP£RATOR 57.554 '�M�ii�Vu MACF!IN£ 0?ER�►TOit So;bSC
P.SPHRLT RAKER S8 . 565 M:?��-R (OV�R ? 6 C. F. }�. �, �� , S9. ��0
P.SPHALT SHOVELER S8 . 25� �, MifCe,'.R t 16 C.. F.. 6 LESS� . S�: yj.3
BATCHING PLANT WEIGHER 59.371 �MIXER-CONCRETE oAVING ���� S9.500
HATTER90ARD SETTER' 58.920 MOTOR GRADER OPEr'tRTOR �
CARPENTER 59.447 (=INE GRADE) Si0.345
CONCRETE FINISHER (PAV) S9.345 MOTOR GR.Ab£R OPER.ATOR ` S9.891
CONCRETE FINISHER (STRS) 59.058 PAVEMENT MARKING MACHINE � SE.402
CONCR�TE RUBBER � 57.�33 POSTHOLE DRILLER OPERATOR 5�.000
ELECTRYCIAN ;12.761 ROLLER, STEEL WHEEL " ' �
FI:RGGER � 55.598 (P:.r.N':-MIX PAVEMENTS? . :8.339
FORM BUILDER (STRS) ' 98. 717 ROLi.e.R, ST; EL WHEE�,
iORM LINER `' S e. 913 { FLATW:iEE.T. OR Tr1MPING ) � '' S 7. 9'03
FORM SETT�R (PAV i CURBj a8.686 ROLLER, PNEUMATIC SELE-?RO 57.403
FORM SETTER �(STRUCTURES} S8.927 SCeZAP£R - 1? C.'l. 6 LESS 59.138
LABORER, COMMON 56.402 SC�?ER - OVER I? C.Y. 58.205
LABORER, UTILZTY S7.4bI�� SID� 800M S7.?93
MECHANIC 510.658 TRaCTOR- CRAWL£� TYP�
OILER 58.698 i150 HP b LESS) 58.448
SERVIC�R S8. 104 TR�C':'OR- CRAWLER TYPE �
?TL:DRiV:R 57.�00 (OV�� 150) ' SQ.973
?I?EL?.YER 58.509 TR3�,:'OR- PN£U.�':IC S%.?3=
5:�.�1STER S� 1. 333 T��'I_�ING MIX�� ;,?. a'J.5
?OW�R EQUIP."' �E�NT OP£RATORS �. Tc'c.VCciiNG MACF??'N�-LIGHT • 58.:39
ASPHr"�.:T DISTRI3UTOR S3.4Q4 . TR^�C:?I�lG M?�CKZNE-FiEAVY S_2.;98
AS?Hn.TrT PAVING MACHI�IE Sy.053 Wi1^vOti-�RILL� EORING MtiC.'iiN= .79..^�v0
BR00!�! OR S'n1EE?ER O?ER.ATOR S?.903 R=�:+=�RCII��--Si=£� S�TT�R ' '
3J�,L►�OZ£R, 250 :iP OR L�SS 3"c . 7C3 '=:'JI�); S9. 218
• ..'..tiuLOZ.�r�� Ot4�� �.�io �? � � . �7'J 1��•Y: v�`*�1 �T� �� Sv,wl.�� ..
� CONC�:Tz �=.V_TNG • CURING M�.Cv . S? . 2:? . :'RJCTJ�A::; . ' , , - - . �; _
CO2iC��:.. ?iV .:NiSiiING Mt;Cci. S9. J�3 S:'�� _ aORK=R-S:'�;;LTUR�� 5�: .�;,�
CONCR?_� _AV=NG rO:t,.'y? G�4�R 5:.;,Ou �_�: �R;�TO� �� 3�_.:?c
.. C'J�v�R:�T= ?�V.T,NG JOINT MAC:i. S5. ^v4' 2 S?==."-. i�R LCX G?s�.�.TO� $ �. � �
.'�CONCR£T= ?AVING SOr;1T S�.�,LR $ � .3�u Eez�:c:C�OE S :�V.0 :R ZON : ;rFK. :p. -^2
CONCR�:= P�VTNG, �T.OAT 5?."a75 MC�\=_� SiGN �.:�Si�LL=R .
. CONC��'!'? PA`,TiNC• �SAW S 3. 2 90 ;?E�NAN�NT GROUND) ' S o" .; J2
CO►ICR�TE� PAVIIIG'SPREADER S9.750 TRJC:C DRIVE�-ST_vGiE AXLE �i�
S�,I?FQrZt�.'"MA�CHINE � $5.000 (:.=uiia) � ``57.�;c���`�=
CRA,J�, CL.AMSHELL, BACKiIOLE, S9.000 T�GCK DRIV�R-SYNG� : A.�CLE
C�sZRICK, Gc'tAGLINE, SHOV=.',, ;-:=.VY) �' - � S8. �07
(L�SS TNAN I 1/2 CYi :3.�?3 T�;;�K �RIV_R-TryDEM AXLE '
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FQUN'J ;T_ON DR_TLL OP�RA:OR W�:�=� S 1G .:� 3
(�Ft?riLER MOUt�1TED) S:��. JO
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Q. PREVAI,LING WAC�,E : F�ATE. .�F�R; :�1995
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FOUNDATION DR�LI.. O?.F� HEL?�R � . .' . _ -' . ' . ' _ ._.. '_ . _. . .. .
FRONT ENT�LOADER,,., ,
{2 1/2 CY OR' LE,SS?i-- : : �`,.� - ... .; 58..823 ... ,; -:
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4
� 3UNE 6, I995
HUMAN e2�S0URCES
C
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95clGH�i '
1
1
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uET��M��l
JANiJARY
FEBRUARY
MARCH
APRII,
MAY
JiJNE
NLY
AUGUST
SEPTEMBER
OCTOBER
NOVEMBER
DECEMBER
��:. _���
WEATHER TABLE
AVERAGE DAYS
RAINFALL (1)
7
7
7
9
8
6
5
5
7
6
6
7
:�
�
INCHES
RAINFALL (2)
1.80
236
2.54
4.30
4.47
3.05
1.84
2.26
3.15
2.68
2.03
1.82
32.30
SNOW/ICE
PELLETS (3)
1
*
*
0
0
0
0
0
0
0
0
*
1
(1) Average normal number of days rainfall, 0.01" or more.
(2) Average nonnal precipitation.
(3) One inch (1 ") or more.
* Less than one-half inch (`/Z').
Unseasonable weather is defined for contract purposes as rau�/snow days which exceed the average number of days or inches of
rainfall in any given month.
This table is based on information recorded at the fonner Greater Southwest International Airport, Fort Worth, Texas, covering a
period of 18 years. Latitude 320 50' N, Longitude 970 03' W, elevation (ground) 537 ft.
!�1
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VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bi11620 relative to the award of contracts to
non-resident bidders. This law provides that, in order to be awarded a�contract as low bidder, non-
resident bidders (out-of-state contractors whose corporate offices or principal place of business are
outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at
an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder
would be required to underbid a non-resident bidder in order to obtain a comparable contract in the Sta.te
in which the non-resident's principal place of business is located. The appropriate blanks in Section A
must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications.
The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder.
Resident bidders must check the box in Section B.
A. Non-resident vendors in (give state), our principal place of business, are required to
be percent lower than resident bidders by state law. A copy of the statute is
attached. .
oNon-resident vendors in (give state}, our principal place of business, are not required
to underbid resident bidders.
aB. Our principal place of business or corporate offices are in the State of Texas.
�
aBIDDER:
� . (please print)
�
�
���
�
��
L�J
(please print)
(please print)
� Please Check or mark with an "X"
:
Company
Signature:
Title:
City State
Zip
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
VENDOR COMPLIANCE TO STATE LAW
�
C� �7 C� �] �7 � C�i C� C� C� �] C� �7 C� C� C� O L� �]
TO THE EMPLOYER/CONTRACTOR:
Pursuant to Texas Worker's Compensation Commission Rule 110.110(d)(7), a contractor
engaged in a buiiding or construction project for a government entity is required to post a
notice on each project site informing a11 persons providing services on the project that
they are required to be covered by workers' compensation insurance. The notice required
by this rule does not satisfy other posting requirements imposed by the Texas Workers'
Compensation Act or other Commission rules. This notice must:
(1) be posted in English, Spanish and any other language common to the employer's
employee population;
(2) be displayed on each project site;
___ _(3) state how a person may verify current coverage and report failure to provide
coverage;
(4) be printed with a title in at Ieast 30-point bold type and text in at least 19-point
normal type; and
(S) contain the exact words as prescribed in Rule 110.110(d)(7) without additional
words or changes. �
The notice on the reverse side meets the above requirements. Failure to post the notice as required by this
rule is a violation of the Act and commission rules. The violator may be subject to administrative
penalties.
■� �r■■ � w ■■■� � ir r■�■r � � �w w� w rr ■� � � r �
REQUIRED WORKERS' COMPENSATION
COVERAGE
The law requires �hat each person working on this site or providing
services related to this construction proj ect must be covered by workers'
compensation insurance. This includes persons providing, hauling, or
delivering equipment or materials, or providing` labor or transportation or
other service related to the proj ect, regardless of the identity of their
employer or status as an employee.
Call the Texas Workers' Compensation Commission at 512-440-3789 to
receive information on the legal requirement for coverage, to verify
whether your employer has provided the required coverage, or to report
an employer's failure to provide coverage.
COBERTURA REQUElZIDA DE
'� � � � � � � � � � � � � � � � � � �.
COMPENSACION PAR.A TRABAJADORES
La ley requiere que cada persona trabaj ando en este sitio o proporciona
servicios relacionados con este proyecto de construccion tiene que estar
cubierto por aseguranza de compensacion para trabaj adores. Esto
incluye personas que pro9porcionan, cargan, entregan equipo 0
materiales o proporcionan mano de obrra, transportan, o cualquier
servicio relacionado con este proyecto, sin considerar la identidad del
patron o estado del empleado.
a
Llame a la Comision Tej ana de Compensacion para Trabaj adores al 512-
440-3789 para recibir informacion de los requerimientos legales de
cobertura, para verificar si su patron le ha proporcionado la cobertura
requerida o para reportar falta del patron en proporcionarle cobertu
9
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TECHNICAL SPECIFICATIONS
DIVISION 1- GENERAL REQUIREMENTS
�
SECTION 01010 - SUMMARY OF WORK
The contractor shall supply all superintendence and shall perform all work and furnish all labor,
equipment, materials and incidentals necessary and complete all work as described in the plans
and specifications. The Contractor sha11 be responsible for the construction layout and stake
lines and grades for this project. All construction and other work shall be done by the Contractor
in accordance with the best engineering and construction practices for the skill or trade involved.
The work to be accomplished under these plans and specifications for CIP PROJECT NO. 1—
PLAYGROUND RENOVATION IN NINE PARKS (SOUTHWEST REGION) includes:
Earthwork, Relocate Existing Play Equipment, Removal of Existing Play Structures, Provide &
Install New Play Equipment, Removal of Wood Walls, Removal of Concrete Curbs and Walks,
Installation of Concrete Curbs and Walks, Removal of Sand Safety Surface and Replacement
with Wood Fiber Safety Surface System including Manufacturer's Drain Matrix and Mats,
Installation of Sand Safety Surface, Accessible Concrete Ramps, Sandblasting and Painting,
Revegetation, PVC Drain Line and Concrete Headwall, Perforated Drain in Gravel Bed, Picnic
Tables, Benches, and Signs
These plans and specifications were prepared by the Parks and Community Services Department.
The Department of Engineering will administer the contract and furnish inspection.
The applicable items contained in the Standard Snecifications for Street and Storm Drain
� Construction for the City of Fort Worth, Texas, sha11 apply to this contract just as though each
were incorporated in these documents. Where the provisions or specifications contained in those
documents are contrary to this publication, this publication shall govern. In case of conflict
�' between plans and specifications, the plans shall govern. A copy of the Standard Specifications
for Street and Storm Drain Construction can be purchased at the office of the Transportation and
� Public Works Department , 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort
r Worth, Texas.
The Contractor shall provide all permits and licenses and pay all charges and fees, and give all
�,,, notices necessary and incidental to the due and lawful prosecution of the work. The Contractor
shall contact the City of Fort Worth's Development-Plans Exam Section for a determination of
� applicable permits or variances required for this project.
SECTION 01035 - CONTRACT TIME
�
1.01 PROGRESS AND COMPLETION
GENERAL REQUIREMENTS
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� At the time of the preconstruction conference , a construction start date shall be
established and indicated in the Notice to Proceed (Work Order) issued by the
"�' Engineering Department. The Contractor shall begin the work to be performed under the
�., contract on or before ten working days from the date the Work Order is issued. The
� Contractor shall carry the work forward expeditiously with adequate forces and shall
complete it within the period of time stipulated in the contract.
1.02 LIQUIDATED DAMAGES
This project will be completed within the specified days allowed. Liquidated damages
will be assessed if the project runs over the allotted time.
SECTION 01100 - ALTERNATIVES
The City reserves the right to abandon, without obligation to the contractor, any part of the
project (subject to conditions set forth in Section 01150 - Payment to Contractor) or the entire
� project at any time before the Contractor begins any construction work authorized by the City.
�
SECTION 01150 - PAYMENT TO CONTRACTOR
1.01 SCOPE OF PAYMENT: The Contractor shall accept the compensation as provided in
� the contract in full payment for furnishing and paying for all materials, supplies,
subcontracts, labor, tools and equipment necessary to complete the work of the
contract; for any loss or damage which may arise from the nature of the work from the
r� action of the elements, or from any unforeseen difficulty which may be encountered in
, the prosecution of the work, until the final acceptance of the work by the City; for all
risks of every description connected with the prosecution of the work; for all expenses
and damages which might accrue to the Contractor by reason of delay in the initiation
ir,Y and prosecution of the work from any cause whatsoever; for any infringement of patent,
trademark or copyright, and for completing the work according to the plans and/or
� specifications. The payment of any current or partial estimate shall in no way affect the
obligations of the Contractor to repair or remove, at his own expense, the defective
parts of the construction or to replace any defective materials used in the construction,
F" and to be responsible for all damages due to such defects if such defects or damages are
� discovered on or before the final inspection and acceptance of the work.
1.02 Partial pay estimates shall be submitted by the Contractor or prepared by the City on
�- the Sth day and 20 day of each month that the work is in progress. The estimate shall be
processed by the City on the l Oth day and 25th day respectively. Estimates will be paid
�" within 25 days following the end of the estimate period, less the appropriate retainage
��r as set out below. Partial pay estimates may include acceptable nonperishable materials
delivered to the work place which are to be incorporated into the work as a permanent
� part thereof, but which at the time of the pay estimate have not been so installed. If such
� materials are included within a pay estimate, payment shall be based upon 85% of the
net invoice value thereof. The Contractor will furnish the Engineer such information as
r" GENERAL REQUIREMENTS
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may be reasonably requested to aid in the verification or the preparation of the pay
.,a estimate.
" 1.03 It is understood that the partial pay estimate amounts will be approximate only, and all
partial pay estimates and payment of same will be subject to correction in the estimate
rendered following the discovery of the mistake in any previous estimate. Payment of
� any partial pay estimates shall not be an admission on the part of the Owner of the
�, amount of work done or of its quality or sufficiency or as an acceptance of the work
done; nor shall same release the Contractor of any of its responsibilities under the
Contract Documents.
1.04 The City reserves the right to withhold the payment of any partial estimate if the
Contractor fails to perform the work in strict accordance with the speciiications or other
provisions of this Contract.
1.05 For contracts of less than $400,000 at the time of execution, retainage shall be 10
percent. For contracts of $400,000 or more at the time of execution, retainage shall
be 5 percent.
1.06 Contractor shall pay subcontractors in accord with the subcontract agreement within five
business days after receipt by Contractor of the payment by City. Contractor's failure to
make the required payment to subcontractors will authorize the City to withhold future
payments from the Contractor until compliance with this paragraph is accomplished.
1.07 Contractor hereby assigns to City any and all claims for overcharges associated with this
� contract which arise under the antitrust laws of the United States, 15 U.S.C.A. Sec. 1 et
se�c (1973).
1.08 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter
� the quantities of the work to be performed or to extend or shorten the improvements at
any time when and as found to be necessary, and the Contractor shall perform the work
�"; as altered, increased or decreased at the unit prices. Such increased or decreased quantity
�„ shall not be more than 25 percent of the contemplated quantity of such item or items.
When such changes increase or decrease the original quantity of any item or items of
�'" work to be done or materials to be furnished by the 25 percent or more, then either party
, to the contract shall upon written request to the other party be entitled to a revised
consideration upon that portion of the work above or below the 25 percent of the original
quantity stated in the proposal; such revised consideration to be determined by special
� agreement or as hereinafter provided for "Extra Work." No allowance will be made for
any changes in anticipated profits nor shall such changes be considered as waiving or
r"'i'� invalidating any conditions or provisions of the Contract Documents.
1.09 PAYMENT FOR EXTRA WORK: Extra work performed by the Contractor, that is
� authorized and approved by the City Engineer, will be paid for under "Change orders"
�'� made in the manner hereinafter described, and the compensation thus provided shall be
accepted by the Contractor as payment in full for all labor, subcontracts, materials, tools,
� �
r"9 GENERAL REQUIREMENTS
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equipment and incidentals, and for all supervision, insurance, bonds and all other expense
� of whatever nature incurred in the prosecution of the extra work. Payment for extra work
will be made under one of the following types of "Change orders" to be selected by the
City:
� A. Method "A". By unit prices agreed upon in the contract or in writing by the
Contractor and City Engineer and approved by the City Council before said extra
� work is commenced subject to all other conditions of the contract.
B. Method "B". By a lump sum price agreed upon in writing by the Contractor and
City Engineer and approved by the City Council before said extra work is
commenced, subject to all other conditions of the contract.
�, C. Method "C". By actual field cost of the work, plus 15 percent as described herein
below, agreed upon in writing by the Contractor and City Engineer and approved
by the City Council after said extra work is completed, subject to all other
� conditions of the contract.
In the event extra work is to be performed and paid for under Method "C", the actual
� field costs of the work will include the cost of all workmen, foremen, timekeepers,
mechanics and laborers working on said project; all used on such extra work only,
plus all power, fuel, lubricants, water and similar operating expenses; and a ratable
� proportion of premiums on performance and payment bonds, public liability,
workmen's compensation and all other insurance required by law or ordinance. The
City Engineer will direct the form in which the accounts of actual field cost will be
� kept and will recommend in writing the method of doing the work and the type and
kind of equipment to be used, but such extra work will be performed by the
Contractor as an independent contractor and not as an agent or employee of the City.
�,. The l 5 percent of the actual field cost to be paid the Contractor shall cover and
compensate him for profit, overhead, general supervision and field office expense,
�"' and all other elements of cost and expense not embraced within the actual field cost
Lr as herein specified.
F'� The Contractor shall give the City Engineer access to all accounts, bills, invoices and
, vouchers relating thereto.
1.10 DELAYS: If delay is caused by specific orders given by the City to stop work, or by the
�- performance of extra work, or by the failure of the City to provide material or necessary
instructions for carrying on the work, then such delay will entitle the Contractor to an
� equivalent extension of time, his application for which shall, however, be subject to the
approval of the City Council; no such extension of time shall release the Contractor or the
surety on his performance bond from all his obligations hereunder which sha11 remain in
� full force until the discharge of the contract.
C
GENERAL REQUIREMENTS
� �4
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1.11 CLAIMS AND DAMAGES: Any claims for extra work or for any other related matter
�., or cause must be made in writing to the City Engineer within seven calendar days from
and after the cause or claim arises. Unless such claim is so presented, it shall be held that
the Contractor has waived the claim, and he shall not be entitled to receive pay thereof.
� 1.12 TRANSPORTATION: No allowance or deduction will be made for any charge of freight
rates. No allowance for transportation of inen, materials or equipment will be allowed.
�I 1.13 ACCEPTANCE AND FINAL PAYMENT: The City, upon receipt of the Director's
"Certificate of Completion" and "Final Estimate" and upon receipt of satisfactory
�evidence from the Contractor that all subcontractors and persons furnishing labor or
' materials have been paid in full and all claims of damages to property or persons because
of the carrying on of this work have been resolved, or the claims dismissed or the issues
joined, shall certify the estimate for final payment after previous payments have been
�; deducted and shall notify the Contractor and his surety of the acceptance of the project.
On projects divided into two or more units, the Contractor may request a final payment
on one or more units which have been completed and accepted.
� The final acceptance of the completed work will be by the Parks and Community
Services Department and all guaranties covering the completed work and all maintenance
periods shall begin with the date of this acceptance.
�„ On delivery of the final payment, the Contractor shall sign a written acceptance of the
final estimate as payment in full for the work done. All prior partial estimates shall be
�" subject to correction in the final estimate and payment.
SECTION 01300 - SUBMITTALS
� Prior to construction, the contractor shall furnish the Parks and Community Services Department
a schedule outlining the anticipated time each phase of construction will begin and be completed,
� including sufficient time for clean-up.
The Contractor shall submit to the Project Manager shop drawings, product data and samples
►'" required in specification sections.
SECTION 01400 - QUALITY CONTROL
� The contractor will receive all instructions and approvals from the Director of Engineering
and/or his assigned inspectors. The inspector will be introduced to the contractor prior to
� beginning work. Any work done at the direction of any other authority will not be accepted or
paid for. Final approval for the finished project shall be given by the Director of Engineering,
� City of Fort Worth.
Q
�'" GENERAL REQUIREMENTS
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� The contractor or a com etent and reliable su erintendent shall oversee the work at all times.
P P
� The superintendent shall represent the contractor in his absence and all directions given to him
sha11 be binding as if given to the contractor.
SECTION 01410 - TESTING
All tests made by the testing laboratory selected by the City will be paid for by the City. In the
event manufacturing certificates aze requested, they shall be paid for by the Contractor.
SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS
The contractor shall take all precautions necessary to protect all existing trees, shrubbery,
sidewalks, buildings, vehicles, utilities, etc., in the area where the work is being done. The
contractor shall rebuild, restore, and make good at his own expense all injury and damage to
same which may result from work being carried out under this contract.
� T'he utility lines and conduits shown on the plans are for information only and are not guaranteed
by the Owner to be accurate as to location and depth; they are shown on the plans as the best
mformation available from the owners of the utilrties mvolved and from evidences found on the
� ground. The contractor shall determine the exact location of all existing utilities and conduct his
work to prevent interruption of service or damages.
SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES
A warning sign not less than five inches by seven inches, painted yellow with black letters that
� are legible at twelve feet, shall be placed inside and outside vehicles such as cranes, derricks,
, power shovel, drilling rigs, pile drivers, hoisting equipment or similar machinery. The warning
sign shall read as follows:
"WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT
WITHIN SIX FEET OF HIGH VOLTAGE LINES."
L,. Equipment that may be operated within six feet of high voltage lines shall have an insulating
cage-type guard about the boom or arm, except backhoes or dippers, and insulator links on the
�" lift hood connections.
When necessary to work within six feet of high voltage electric lines, the Contractor shall notify
power company (TUElectric) to erect temporary mechanical barriers, de-energize the line, or
� raise or lower the line. The contractor shall maintain a log of all such correspondence. The
Contractor is responsible for all costs incurred.
�
'�
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� GENERAL REQUIREMENTS
� _6_
SECTION 01640 - SUBSTITUTIONS AND PRODUCT OPTIONS
1.01 GENERAL
Send submittals for substitutions to:
Betty B. Presnall, Landscape Architect (817)871-5750
Parks and Community Services Department
4200 S. Freeway Suite 2200
Fort Worth, Texas 76115-1499
1.02 PRODUCTS LIST
A. Within ten (10) days after date of Contract, submit to Landscape Architect two (2)
copies of complete list of all products which are proposed for installation.
B. Tabulate list by each specification section.
C. For products specified under reference standards, include with listing of each
product:
1. Name and address of manufacturer
2. Trade name
3. Model or catalog designation
4. Manufacturer's data
a. Performance and test data
b. Reference standards
1.03 CONTRACTOR'S OPTIONS
A. For products specified only by reference standards, select any product meeting
standards, by any manufacturer.
B. For products specified by naming several products or manufacturers, select any
product and manufacturer named.
C. For products specified by naming one or more products, Contractor must submit
request, as required for substitution, for any product not specifically named.
1.04 SUBSTITUTIONS
A. During bidding, Landscape Architect will consider written requests from prime
bidders for substitutions, received at least ten (10) days prior to bid date; requests
received after that time will not be considered.
GENERAL REQUIREMENTS
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' B. Within thi (30 da s after date of Contract Landsca e Architect will consider
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� formal requests from Contractor for substitution of products in place of those
specified.
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C. Submit two (2) copies of request for substitution. Include in request:
1. Complete data substantiating compliance of proposed substitution with
Contract Documents.
2. For products:
a. Product identification, including manufacturer's name and address.
b. Manufacturer's literature:
(1) Product description
(2) Performance and test data
(3) Reference standards
c. Samples, if required.
d. Name and address of similar projects on which product was used, and date
of installation.
r,. D. In making request for substitution, Bidder/Contractor represents:
' 1. He has personally investigated proposed product or method, and determined
that it is equal or superior in all respects to that specified.
� 2. He will provide the same guarantee (or better) for substituted product or
method specified.
3. He will coordinate installation of accepted substitution into work, making such
��. changes as may be required for work to be complete in all respects.
4. He waives all claims for additional costs related to substitution which
� consequently become apparent.
E. Substitutions will not be considered if:
� 1. They are indicated or implied on shop drawings or project data submittals
without formal request submitted in accord with Paragraph 1.04.
�2. Acceptance will require substantial revision of Contract Documents.
�
SECTION 01700 - PROJECT CLOSEOUT
�
�,,, 1.01 CLEANING
The Contractor shall make final clean-up of the construction area, to the satisfaction of
� the Parks and Community Services Department, as soon as construction in that area is
completed. Clean-up shall include removal of all construction materials, pieces of
�"i concrete, equipment and/or other rubbish. No more than five (5) days shall elapse after
� the completion of construction before the area is cleaned. Surplus materials shall be
disposed of by the Contractor, at this own expense, and as directed by the Parks and
, Community Services Department. Cleaning of equipment by Contractor or
Subcontractor, such equipment as cement mixers, ready-mix trucks, tools, etc., shall take
place in an area designated by the Parks and Community Services Department.
� �
C++ GENERAL REQUIREMENTS
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1.02 GUARANTEE
J The Contractor shall be responsible for defects in this project due to faulty workmanship
or materials, or both, for a period of one (1) yeaz from the date of final acceptance of this
� project by the Parks and Community Services Department. The Contractor will be
required to replace, at his own expense, any part, or all, of this project which becomes
,�. defective due to these causes.
SECTION 01800 - CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS
Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel
at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees
to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and
employees, from and against any and all claims or suits for property loss, property damage,
personal injury, including death, arising out of, or alleged to arise out of, the work and services
to be performed hereunder by Contractor, its officers, agents, employees, subcontractors,
licensees or invitees, whether or not anv such iniurv. damaQe or death is caused. in whole or in
part. by the ne,�liQence or allesed neQliQence of Owner, its officers. servants, or emn[ovees.
Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and
against any and all injuries to Owner's officers, servants and employees and any damage, loss or
destruction to property of the Owner arising from the performance of any of the terms and
conditions of this Contract, whether or not anv such iniury or damaQe is caused in whole or in
part bv the neQlisence or alle�ed ne�liPence oiOwner, its of�cers. servants or emnlovees..
r� In the event Owner receives a written claim for damages against the Contractor or its
, subcontractors prior to final payment, final payment shall not be made until Contractor either (a)
submits to Owner satisfactory evidence that the claim has been settled and/or a release from the
claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance
�,,,; carrier that the claim has been referred to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth
� public work from a Contractor against whom a claim for damages is outstanding as a result of
work performed under a City Contract.
�
END OF DIVISION
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GENERAL REQUIREMENTS
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SECTION 02100 - SITE PREPARATION
PART 1 - GENERAL
1.01 SCOPE: Work in this section includes furnishing all labor, materials, equipment and services
required for clearing and grubbing, demolition, and removal and disposal of items as specified
herein and on the plans.
1.02 RELATED WORK SPECIFIED ELSEWHERE:
A. Section 02200 - Earthwork
�j'�` B. Existing Conditions, Removal and Demolition Items.
�
PART 2 — PRODUCTS
2.01 No products are required to execute this work, except as the Contractor may deem necessary.
PART 3 — EXECUTION
3.01 CLEARING AND GRUBBING:
A. Clearing and grubbing shall consist of removing all natural and artificial objectionable
materials from the project site or from limited areas of construction specified within the
site.
B. In general, clearing and grubbing shall be performed in advance of grading and
earthwork operations and shall be performed over the entire area of earthwork
operations.
C. Unless otherwise specified on the plans, all trees and shrubs of three inches caliper and
r`"'� less (caliper is the diameter as measured 12 inches above the ground) and all scrub
growth, such as cactus, yucca, vines, and shrub thickets, shall be cleared. All dead
rtrees, logs, stumps, rubbish of any nature, and other surface debris shall also be cleared.
D. Buried material such as logs, stumps, roots of downed trees that are greater than one
and 1-1/2') inches in diameters, matted roots, rubbish, and foreign debris shall be
grubbed and removed to a minimum depth of 24 inches below proposed finished grades.
E. Ground covers of weeds, grass, and other herbaceous vegetation shall be removed prior
to stripping and stockpiling topsoil from areas of earthwork operations. Such removal
shall be accomplished by "blading" off the uppermost layers of sod or root-matted soil
for removal.
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3.02 PAVEMENT REMOVAL:
A. Bituminous and concrete pavements shall be removed to neatly sawed edges. Saw cuts
shall be full depth. If a saw cut in concrete pavement falls within 3 feet of an existing
SITE PREPARATION
02100
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� score joint, construction joint, saw joint, cold joint, expansion joint, or edge, the
concrete shall be removed to that joint or edge. All saw cuts shall be parallel and/or
perpendicular to the line of existing pavement. If an edge of a cut is damaged
�"' subsequent to saw cutting, the concrete shall again be sawed to a neat, straight line for
� the purpose of removing the damaged area.
B. Concrete curb and gutter shall be removed as specified above. No section to be replaced
� shall be smaller than 30 inches in length or width.
�;I 3.03 UTILITIES REMOVAL: In general, those utilities on the site that aze to be removed and that
belong to the Owner shall be removed by the Contractor. The Owner is responsible for
arranging the relocation or removal of other utilities owned by utility companies or other
r" parties.
3.04 MINOR DEMOLITION: There may be certain items on the site such as old building
foundations, fences, and other undetermined structures and improvements that must be
removed before construction can commence. Unless otherwise specified, such items become
the property of the Contractor for subsequent disposal.
3.05 USE OF EXPLOSIVES: The use of explosives will not be permitted in site preparation
operations.
3.06 BACKFILLING: All holes, cavities, and depressions in the ground caused by site preparation
operations will be backf lled and tamped to normal compaction and will be graded to prevent
ponding of water and to promote drainage. In areas that are to be immediately excavated, the
Architect/Engineer may permit hoies, etc., to remain open.
� 3.07 DISPOSAL OF WASTE MATERIALS:
, A. Unless otherwise stated, materials generated by clearing, grubbing, removal, and
� demolition shall be known as "waste" or "spoils" and shall be removed from the site and
disposed of by the Contractor. Sirnilar materials may be unearthed or generated by
earthwork operations or by subgrade preparation. Unless otherwise specified any
' merchantable items become the property of the Contractor.
END OF SECTION
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SITE PREPARATION
02100
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SECTION 02140 - SITE UNDERDRAINS
PART I - GENERAL
� 1.01 SCOPE: Work in this section includes furnishing all labor, materials, equipment, and services
'^� required to construct underdrains to the required lines, grades, and cross sections as specified
�,; herein and on the plans.
1.02 RELATED WORK SPECIFIED ELSEWHERE:
A. Section 02200 - Earthwork.
B. Section 03300 - Cast-in-Place Concrete
PART 2 - PRODUCTS
2.01 UNDERDRAIN PIPE: Pipe and fittings shall be flexible, corrugated tubing manufactured of
high-density polyethylene resins and conforming to ASTM Product Specifications F-405 and
F-667. Drainage tubing shall be as manufactured by Advanced Drainage Systems (ADS), Inc.,
of Columbus, Ohio. The local manufacturing plant which will provide a list of suppliers is in
Ennis, Texas - telephone (214) 875-6591.
A. Perforated Pipe: Perforations shall be linear slots cut radially into the tubing wall
between corrugations. Perforated pipe will be furnished complete with the Cerex nylon
' "Drain Guard" screen. The screen will completely surround the pipe and will have a
lapped, welded longitudinal joint.
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B. Non-Perforated Pipe: Non-perforated pipe shall be used for collector lines which
convey the water from perforated pipe to the concrete inlet or outfall.
� C. Fittings: All couplings, reducers, tees, ells, plugs, caps, and other fittings shall be non-
perforated and shall be of the same manufacturer as the drainage tubing. A fitting shall
�; be used at each pipe junction/termination, as appropriate.
2.02 FILTER MATERIAL: Filter material for use in backfilling trenches over and around
� underdrains shall consist of 1 1/2" to 2" gravel washed free of organic or other deleterious
' matter.
2.03 FILTER FABRIC: Filter fabric to line and lap over gravel filled subdrain trench shall be
�`' Mirafi 140N drainage fabric as manufactured by Celanese Corporation, (800) 223-9811, or
approved equal.
� PART 3 - EXECUTION
3.01 VERTICAL AND HORIZONTAL CONTROLS:
� A. The Contractor shall establish or shall employ a licensed surveyor to establish all lines
and grades necessary for each stage of the work described herein.
�,., SITE UNDERDRAINS
02140
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�+I B. Provide blue tops for reference in dressing trench bottoms at intervals not to exceed 30
feet along the centerline of each trench.
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, 3.02 LTNDERDRAINS: Trenches for underdrains shall be dug after the subgrade is prepared. The
excavation of each trench shall begin at its outlet and proceed toward its upper end. The trench
"' must not be excavated below the proposed grade line. Trenches will be cleaned of all loose
� material and their bottoms will be dressed and fine graded to blue tops set as previously
described. Trenches shall be lined with filter fabric and underdrain pipe shall be set on the
trench bottom. All fittings shall be securely coupled and all open ends will be capped. The
� pipe shall be carefully covered with the gravel filter material and the filter fabric shall be
lapped over the trench.
� Care shall be taken not to damage the pipe or its fabric filter screen. Underdrain pipe shall be
connected to solid pipe joints and to outfall at the concrete structure/collar as indicated in the
� plans. Care shall be taken not to loosen or cave-in the trench walls. Any such damage will be
excavated and will be backfilled in mechanically tamped lifts not to exceed eight inches and
will be re-constructed.
3.03 SETTLEMENT: After the trench has been backfilled it shall be thoroughly soaked. This
process shall be repeated two times allowing the backfill material to dry twenty-four hours
before wetting again.
END OF SECTION
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SITE iJNDERDRAINS
02140
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� PART1-GENERAL
SECTION 02200 - EARTHWORK
1.01 SCOPE: Work in this section includes furnishing all labor, materials, equipment, and services
� required to construct, shape, and finish earthwork to the required lines, grades, and cross
� sections as specified herein and on the plans.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Section 02100 - Site Preparation.
B. Grading Plan: Refer to plan sheets.
�1.03 METHOD OF PAYMENT: Earthwork is a necessary and incidental part of the work. The
` total cost will be included in the Bid Proposal. Payment will not be made on a unit price basis.
PART 2 - PRODUCTS
2.01 LJNCLASSIFIED EXCAVATION: Unclassified excavation shall consist of all excavation,
unless separately designated, within the limits of the work. Unclassified excavation includes
all material encountered regardless of its nature or the manner in which it is to be excavated.
2.02 LJNCLASSIFIED FILL
A. Unclassified fill shall consist of all fill within the limits of the work. All suitable native
r"' materials removed in unclassified excavation, or similaz imported materials, shall be
, used insofar as practicable as unclassified fill. Properly deposited, conditioned, and
compacted fill is hereinafter referred to as "earth embankment."
� B. Rock: Minor quantities of rock not greater than four inches in greatest dimension are
permissible in fill materials used to construct earth embankment. Minor quantities of
�"" rock of greater dimensions may be placed in the deeper fills in accordance with the
��y State Department of Highways and Public Transportation requirements for construction
of rock embankinents, provided such placement of rock is not immediately adjacent to
� structures or piers. Also, rock may be placed in the portions of embankments outside
� the limits of the completed graded width where the size of the rock prohibits their
incorporation in the normal embankment layers.
"'"' 2.03 TOPSOIL
On-Site Topsoil: Topsoil shall consist of an average depth of six inches of native surface soil
�' left in place after the ground cover of herbaceous vegetation and other objectionable matter has
been cleared by "blading," as specified in Section 02100, "Site Preparation." Topsoil may be
greater or less, than the upper six inches. in depth.
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EARTH WORK
02200
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2.04 IMPORTED FILL
A. Imported fill materials shall be used for the construction of earth embankment in the
� event that (1) the volume of unclassified excavation is less than the volume of fill
required for earth embankment and/or (2) the condition of materials removed in
unclassified excavation makes them unsuitable for use in the construction of earth
embankment.
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�'. 2.05
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� 2.06
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B. The Contractor shall haul and place imported fill obtained from off-site sources as
necessary to construct the embankment and various other details of the construction
plans. All costs related to such imported fill will be included in the contract price, and
no additional or separate payment for imported fill will be due the Contractor.
C. A sample of the proposed imported fill must be provided by the Contractor and be
approved by the Owner. In general, imported material must be equal to or better than
native material in quality and engineering characteristics. The Architect/ Engineer may
also require the Contractor to provided a material analysis test of the proposed fill.
SELECT MATERIALS
Select materials shall be imported from offsite sources, unless they are available from
specifically designated areas on the site as marked on the plans.
A.
Cushion Sand: Clean fine sand, free from clay clumps, rocks, or other deleterious
material.
:
Playground Gravel: Gravel backfill for playground areas shall be washed "pea gravel",
clean and free of all foreign materials. Particle size of the gravel shall be 1/8" — 5/8".
C.
Playground Sand: Sand backfill for sand dig areas shall be fine white sand graded with
the following sieve analysis limits:
I�
Size Percent
No. 16
No. 30
No. 50
No. 100
No. 200
UNSUITABLE MATERIALS
Percent Passing
100
98
62
17
0 -1
A. Topsoil, select material, imported fill, or unclassified fill will be declared as
"'unsuitable" by the Owner if, in his opinion, any of the following conditions or matter
and particles are present to a degree that is judged detrimental to the proposed use of the
material.
l. Moisture
2. Decayed or undecayed vegetation
3. Hardpan clay, heavy clay, or clay balls
EARTHWORK
02200
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4. Rubbish
5. Construction rubble
6. Sand or gravel
7. Rocks, cobbles, or boulders
8. Cementious matter
9. Foreign matter of any kind
�"'� B. Unsuitable materials will be disposed of as "waste" as specified in Section 02100.
C. Wet Material: If fill material is unsatisfactory for use as embankment solely because of
high moisture content, the Architect/Engineer may grant the Contractor permission to
process the material to reduce the moisture content to a usable optimum condition.
PART 3 - EXECUTION
3.01 SITE PREPARATION: In general, "site preparation," as specified in Section 02100, shall be
performed in advance of grading and earthwork operations and shall be completed over the
entire area of earthwork operations.
3.02 TOPSOIL
� A. The removal and storage of topsoil shall occur after site preparation is complete and
before excavation and embankment construction begin. Likewise, topsoil will be
�., replaced after excavation and embankment construction are complete.
B. Removal: Topsoil shall be stripped to an average depth of six inches from areas where
excavation and embankment construction are planned. Topsoil may be obtained from
greater depths if it is uncontaminated by the substratum and it is of good quality, in the
opinion of the Architect/Engineer.
C. Storage: Topsoil shall be stored in stockpiles conveniently located to areas that will
later receive the topsoil. Stockpiles shall be out of the way of earthwork operations in
locations approved by the Owner or Architect/Engineer. Stored topsoil shall be kept
separate from other excavated materials and shall be protected from contamination by
objectionable materials that would render it unsuitable.
�
D. Timing: Topsoil will not be replaced (deposited) until construction activities are
complete that would create undesirable conditions in the topsoil, such as
overcompaction or contamination. Trenching for items such as electrical conduit and
i.,, irrigation pressure lines must be complete before topsoil replacement may begin.
� E. Replacement: Topsoil will be deposited in a single layer or lift. It will be placed,
processed, compacted, and graded to leave a finished layer of topsoil not less than five
inches in depth. Unless otherwise indicated, topsoil will be replaced over all areas of
R"" earthwork (including slopes), except where pavement is planned.
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EARTH WORK
02200
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� F. Grading: Topsoil will be final graded to the elevations shown on the plans. Fine
grading will be accomplished with a weighted spike ha.rrow, weighted drag, tractor box
�,, blade, light maintainer, or other acceptable machinery. All particles of the finish grade
shall be reduced to less than one inch in diameter or they shall be removed. All rocks of
one inch or greater shall also be removed. Grading operations and equipment will be
such that topsoil does not become overcompacted. Bulldozer blades and front-end
loader buckets are not acceptable devices for topsoil grading operations. Final grading
�'` within five feet of constructed or installed elements shall be hand raked.
G. Acceptability: Finished areas of topsoil aze satisfactory if they are true to grade, true in
plane, even in gradient (slope), uniform in surface texture, and of normal compaction.
Areas of loose granular pockets or of overcompacted soils are not acceptable and will
be reworked. Finished areas will promote surface drainage and will be ready for
turfgrass planting.
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3.03 UNCLASSIFIED EXCAVATION
A. All excavated areas shall be maintained in a condition to assure proper drainage at all
times, and ditches and sumps shall be constructed and maintained to avoid damage to
the areas under construction.
� B.
C�
Surplus Material:
1. Surplus excavation is that quantity of material that may be left over after the
grading plan is executed, and all earthwork operations, including excavation,
embankment construction, topsoil replacement, and final grading, are
completed. Any other surplus material shall be disposed of as "waste" as
specified in Section 02100.
2. At this Park, the Architect/Engineer shall permit the Contractor to "waste" the
surplus by constructing additional embankment in an approved location. No
additional payment for such work would be due that Contractor.
�
C. Excavation in Rock: The use of explosives will not be permitted. Unless otherwise
� indicated on the plans, excavation in solid rock shall extend six inches below required
subgrade elevation for the entire width of the area under construction and shall be
backfilled with suitable materials as indicated on the plans.
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3.04 EARTH EMBANKMENT
A. Earth embankment is defined as embankment composed of suitable materials removed
►.. in unclassified excavation and/or imported fill. The construction of embankment
includes preparing the area on which fill is to be placed and the depositing,
r'" conditioning, and compaction of fill material.
L,.+
B. General: Except as otherwise required by the plans, all embankment shall be
� constructed in layers approximately parallel to the finished grade of the graded area, and
• each layer shall be so constructed as to provide a uniform slope as shown on the grading
plan. Embankments shall be constructed to correspond to the general shape of the
typical sections shown on the plans, and each section of the.embankment shall
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EARTH WORK
02200
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correspond to the detailed section or slopes established by the drawings. After
completion of the graded area, embankment shall be continuously maintained to its
►'� finished section and grade until the project is accepted.
C. Preparation: Prior to placing any embankment, all preparatory operations will have
been completed on the excavation sources and areas over which the embankment is to
be placed. The subgrade shall be proof rolled to detect soft spots, which if exist, should
be reworked. Proof rolling shall be performed using a heavy pneumatc tired roller,
loaded dump truck, or similar piece of equipment weighing approximately 25 tons
except as otherwise specified for tree protection and areas inaccessible to vehicular
compactors. Stump holes or other small excavations in the limits of the embankments
shall be backfilled with suitable material and thoroughly tamped by approved methods
before commencing embankment construction. The surface of the ground, including
plowed, loosened ground, or surfaces roughened by small washes or otherwise, shall be
restored to approximately its original slope by blading or other methods, and, where
indicated on the plans or required by the Owner, the ground surface, thus prepared, shall
be compacted by sprinkling and rolling.
� D. Scarification: The surface of all areas and slopes over which fill is to be placed, other
than rock, shall be scarified to a depth of approximately six inches to provide a bond
� between the existing surface and the proposed embankment. Scarification shall be
accomplished by plowing, discing, or other approved means. Prior to fill placement, the
loosened material shall be adjusted to the proper moisture content and recompacted to
r" the density specified herein for fill.
E. Benching: Scarification is normally adequate for sloping surfaces. However, in certain
"� cases where fill is to be placed against hillsides or existing embankment with slopes
greater than 4:1, the Owner may direct the Contractor to key the fill material to the
existing slopes by benching. A minimum of two feet normal to the slope shall be
removed and recompacted to insure that the new work is constructed on a firm
� foundation free of loose or disturbed material.
� F. Depositing: Fill material shall be placed in horizontal layers or lifts, evenly spread, not
to exceed eight inches in loose depth before conditioning and compaction. Unless
�„ otherwise permitted, each layer of fill material sha11 cover the length and width of the
area to be filled and shall be conditioned and compacted before the next higher layer of
fill is placed. Adequate drainage shall be maintained at all times.
� G. Watering: At the time of compaction, the moisture content of fill material shall be such
that the specified compaction will be obtained, and the fill will be firm, hard, and
unyielding. Fill material which contains excessive moisture shall not be compacted
�� until it is dry enough to obtain the specified compaction.
�,,. H. Compacting: Each layer of earth fill shall be compacted by approved tamping or
sheepsfoot rollers, pneumatic tire rollers, or other mechanical means acceptable to the
Owner. Hand-directed compaction equipment shall be used in areas inaccessible to
vehicular compactors.
�
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EARTH WORK
02200
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� I. Grading: Embankments shall be constructed in proper sequence and at proper
densities for their respective functions. All embankment serves in one capacity
or another as subgrade (e.g., under topsoil, under concrete and asphalt pavement,
� under structures, etc.). Accordingly, the upper layer of embankment shall be
graded to within plus or minus 0.10 foot of proper subgrade elevation prior to
depositing topsoil, and prior to the construction of pavements, slabs, etc.
� 3.05 DENSITY CONTROL
A. Earth Embankment in General: Earth embankment shall be compacted in lifts at a
minimum of 90 percent of Standard Density ASTM D698 with plus 4 percent or minus
2 percentage points of optimum moisture content.
B. Earth Embankment Under Structures and Pavement: The top 6 inches of natural earth
comprising the subgrade for structural slabs or for areas of pavement shall be 95 percent
to 98 percent of Standard Density ASTM D698 with the moisture content at minus 2
percent to plus 4 percent of optimum.
� 3.06 MOISTURE MAINTENANCE: The specified moisture content shall be maintained in all
embankments that aze to function as subgrade for structures, areas of pavement, or for select
� embankment. After completion of the embankment, the Contractor shall prevent excessive loss
of moisture in the embankment by sprinkling as required. Loss of moisture in excess of 2
percent below optimum in the top 12 inches of the fill will require that the top 12 inches of the
� embankment be scarified, wetted, and recompacted prior to placement of the structure, select
fill or pavement. If desired, the Contractor may place an asphalt membrane of emulsified or
cutback asphalt over the completed embankment and thus eliminate the sprinkling requirement.
�
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3.08 TOPSOIL REPLACEMENT: Topsoil shall be carefully placed to avoid any displacement or
damage to the subgrade. If any of the subgrade is rutted, damaged or displaced it shall be
restored prior to placing topsoil. Topsoil shall be replaced as specified herein per Item 3.02.
END OF SECTION
EARTHWORK
02200
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SECTION 02537 -WOOD FIBER PLAYGROUND SURFACING
PARTI— GENERAL
1.01 SCOPE
Surfacing tasks for shredded wood fiber surfacing with drainage matrix system include all
�„ labor, materials and equipment necessary for, and pertinent to, the work to be done.
Work will be accomplished in a thorough and workmanlike manner. The specified
�'' products will be applied strictly in accordance with the manufacturer's recommendations.
1.02 DESCRIPTION OF SYSTEM
� A. Shredded Wood Fiber Surfacing System with Drainage Matrix (Base Bid): Shall
be Fibar System 300 as patented and licensed for production by Robert Godfrey,
� Ltd., Woodcarpet with Duraliner fabric as manufactured and warranted by Zeager
�' Bros., Inc. with TerraFlow 100 Drainage System by Contech, or approved equals.
B. Shredded Wood Fiber Surfacing System with Gravel and Subdrain (Alternate Bid,
� per Plan Detail No. 6): Sha11 be Fibar System 200, Woodcarpet system with
Duraliner and gravel layer, or approved equal.
C. Fibar Systems, FibarMat, and FibarGard are available from Modlin Recreation
� Equipment, Inc., P. 0. Box 50048, Denton, Texas 76026-0048, 1-800-433-5347
(local Exclusive Representative) or Robert Godfrey, Ltd., 141 Halstead Avenue,
Mamaroneck, NY 10543-2650. Ca11800-Fibar-21 or 914-835-151. Fax 914-835-
� 6975.
D. Woodcarpet Systems, Woodcarpet Mat, and TerraFlow System are available from
�► Hunter Knepshield, P.O. Box 260677, Plano, Texas 75026-0677, 1-800-451-4138
(local representative) or Zeager Hardwood Co., 340 Butt Road, Franklin,
Kentucky, 42134, 1-502-586-4491.
�„ PART 2 — PRODUCTS
[4�Ij � � /•r � �l :� / � 1�.`]
A. WOOD FIBRE SURFACING
� B.
� 1. Surfacing shall be a mix of random-sized hardwood fibres. Standard
wood chips or bark mulch will not be acceptable.
2. To allow for compaction, the following formulas must be used to
�"' determine the conect number of cubic yards: 8" deep: Sq. ft. of
playground x 0.0375. Twelve inches deep: Sq. ft. of playground x 0.05.
� 3. Bidder will guarantee sieve analysis of wood fibre as follows: Greater
than 85 percent passing 3/8" sieve. Less than 50 percent passing #60
� sieve.
4. Wood fibre shall have no recycled wood from pallets or waste wood and
� no twigs, bark, leaf debris or other organic material incorporated within.
�
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WOOD FIBER PLAYGROUND SURFACMG
02537
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� B. DRAINAGE FABRIC
�, I. Product used shall be FibarFelt, DuraLiner, or aproved equal polyester
nonwoven engineering geotextile fabric.
2. Bidder will provide enough material to allow for 12" overlap on all seams.
� C. DRAINAGE MATRIX
I. Product used shall be FibazDrain, TenaFlow 100, or aproved equal
geotextile encapsulated drainage core.
� D. WEAR MATS
I. Product used shall be FibarMat, WoodCarpet Mat, or approved equal
a rubber matting, meeting ASTM F1292-91 playground surfacing standazd
for a drop height not to exceed 3.5 feet. Must be installed under all swings
and slides to preserve warranty. Method of anchorage must be approved
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PART 3 - SPECIAL REQUIREMENTS
3.01 QUALITY CONTROL
A. The Bidder will provide the engineered wood fiber system to be constructed
exactly according to manufacturer's installation instructions.
B. The Bidder will provide the owner or its designated contractor with all necessary
licenses prior to start of construction in accordance with U. S. Patents.
C. Supplier must provide test results for impact attenuation in accordance with
ASTM F1292-93; Standard Specification for Impact Attenuation of Surface
Systems Under and Around Playground Equipment. Results must be provided for
new material and for 5-year-old material.
D. Testing must show "g" ratings of not more than 155g for the 8" thick system, or
120g for the 12" system at 12' fall heights, and HIC values of less than 1,000 for
both new and 8-year-old material.
� E. Product must be wheelchair accessible and meet the requirements of the 1990
_ Americaris with Disabilities Act (ADA) in accordance with ASTM PS83-97.
� F. The Bidder will provide copies of flammability testing procedures and results
using (i) Section 1500.44 of the Federal Hazardous Substance Act, Title 16,
� Chapter II, Subchapter C, for rigid and pliable solids, and (ii) 16 CFR Part 1630
Standard for the Surface Flammability of Carpets and Rugs (FF 1-70), Modified
Procedure. Testing should be performed by an independent testing laboratory.
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WOOD FIBER PLAYGROUND SURFACING
�"' 02537
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G. The Bidder will provide copies of testing procedures and results of (i) new
shredded wood fibre, and (ii) shredded wood fibre not less than five years old
taken from an existing site, performed by an independent testing source using the
� ASTM F 1292-91 playground safety surfacing standazd.
_�� H. The Bidder will provide at least three references of handicapped-accessib�e
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playgrounds that have been installed with said surface.
3.02 WARRANTY
All materials and labor under this Section shall be installed by a contractor authorized by
the manufacturer. Safety surface shall be warranted for labor and materials for a period
of no less than two years. Written warranty must be submitted by the manufacturer and
the authorized installer.
PART 4 — EXECUTION
A. PREPARATION
Installer shall thoroughly examine the site and specifications, carefully checking
the dimensions before starting work.
B. SUBGRADE
1. The subgrade shall be graded a minimum of 1 percent. It is not
recommended that the surfacing system be installed on a grade greater
than 10 percent. All roots, stones, and vegetation shall be removed.
2. The drainage matrix must be connected to the drainage system.
� 3. The first 6" of subgrade shall be compacted to at least 95 percent of the dry
density, as determined by the provisions of AASHTO or T 205, as
� modified in 203.24.
C. APPLICATION:
1. SHREDDED WOOD FIBER SURFACING SYSTEM WITH
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DRAINAGE MATRIX: Install per plans and specifications and in
accordance with cross-sectional drawings and detailed installation
instructions available from approved manufacturers.
a. Drainage Fabric
1. Subgrade shall be covered with drainage fabric as specified,
overlapping all seams at least 12".
2. In areas where equipment exists, it is necessary to cut the
fabric to fit. Once fitted, any cuts should be overlapped
with fabric wherever possible.
WOOD FIBER PLAYGROUND SURFACING
02537
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c.
Drainage Matrix
1. Drainage matrix shall be cut from edge-to-edge of the
playground and must be placed on 6' centers in the direction
of the grade.
2. Drainage matrix must extend beneath and beyond border
system. Drainage matrix must connect to a drain.
Wear Mat
1. A wear mat must be installed under every swing and slide,
to preserve warranty.
2. Install the wear mat over surfacing and anchored to the
subsoil in an approved method.
d. Shredded wood fiber
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The shredded wood fiber surface shall be spread to a
uniform depth. All material supplied by the manufacturer
must be installed to allow for settling and natural
compaction. Machinery shall not disturb or travel on the
drainage fabic.
Contractor shall be responsible for applying additional
material as required to maintain design grades and
anticipated settling for a period of sixty (60) days following
project acceptance.
WOOD FIBER PLAYGROUND SURFACING
02537
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� SECTION 02860 - PLAYGROUND EQUIPMENT
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PART 1- GENERAL
1.01 DESCRIPTION
A. This section shall include all materials, labor, tools, equipment, transportation and
supervision required for the installation of new playground equipment.
1.02 RELATED WORK
A. Section 02870 - Site Furnishings
B. Section 03300 - Cast-In-Place Concrete
1.03 QUALITY ASSURANCE
A. Codes and Standards:
All equipment and materials shall meet the standards and requirements of the latest
editions of the U. S. Consumer Product Safety Commission's (CPSC) Handbook
for Public Playground Safety and of ASTM Designation F 1487: Standard
Consumer Safety Performance Specification for Playground Equipment for Public
Use.
B. Submittals:
1. Submittals Prior to Construction - Submit manufacturers' documentation of
product compliance with CPSC and ASTM F1487 Standards including:
a. All paints and other similar finishes must meet the current CPSC
regulation for lead in paint (0.06 percent maximum lead by dry
weight).
b. Regardless of the material or the treatment process, the
manufacturer shall ensure that the users of the playground
equipment cannot ingest, inhale, or absorb any potentially
hazardous amounts of substances through body surfaces as a result
of contact with the equipment.
c. Submittals must be received and approved by the Landscape
Architect prior to ordering equipment.
PLAYGROUND EQUIPMENT
02860
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� 2. Submittals Prior to Project Acceptance — Contractor shall submit all
manufacturer's literature to the Landscape Architect prior to acceptance of the
�,. project.
PART 2 — PRODUCTS
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2.01 MULTI - PURPOSE METAL PLAY STRUCTURE: Play structure units shall be
� constructed of aluminum or galvanized posts and beams and vinyl clad steel decks
connected to the posts and beams by a system of stamped steel or cast aluminum collar
devices.
1. Material Reauirements:
a. All aluminum or galvanized posts and beams shall be 3.5" and 5"
O. D. round tubing with a minimum wall thickness of .125".
Tensile strength shall be 39,900 P.S.I. Yield point sha11 be 32,000-
� 39,000 P.S.I.
b. Exposed ends of all posts and beams shall be fitted with domed
end caps, permanently affixed. These end caps will be stamped or
� cast from aluminum or galvanized steel only.
c. Static posts shall be fabricated to allow embedding 3'-0" below
finished grade in a concrete footing (or larger as required by
;j' prevailing site conditions). Dynamic posts shall be embedded 5'-9"
below finished grade in a concrete footing (or larger as required by
�.,, prevailing site conditions). Post bottoms shall include two (2) holes
� for acceptance of horizontal #4 reinforcing bars supplied by
installing Contractor.
�, d. Pipe used for safety rails, ladder rungs, turning bars, etc. sha11 be 1-
�, " 5/16 " O.D. with a minimum wall thickness of .120".
e. All metal parts, other than those galvanized or of stainless or
nonferrous composition, shall be free of excess welds, carefully
�'� cleaned, and finished with a lead- free electrostatically applied
powder coating; which has been oven cured to render the coated
*"' metal resistant to abrasion, impact, chipping, weathering, and
, rusting.
f. Cast aluminum collazs or stamped steel shall be smoothly finished
and coated as per specification C.S. (this section) Connecting
� hardware shall be tamper-proof. Collars shall be fabricated with
minimum protrusions. All collars shall be permanently �xed
after final assembly to preclude displacement.
g. Steel decks shall be expanded metal or vinyl-clad perforated steel
�, plate (minimum 3/16" thickness), or approved equal.
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PLAYGROUND EQUIPMENT
02860
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�'I h. All structural plastic parts shall be fabricated of polyethylene with
ultra-violet light stabilizers and color molded in. Polyethylene shall
� comply with ASTM D1693-66, environmental stress cracking
resistance test. Clear bubbles shall be 1/4" thick Lexan.
� i. Additional hardware necessary for complete field assembly sha11 be
-� provided in sufficient quantity, sizes, and quality to assure safety
� and suitability for intended use. Hardware shall be color coated per
specification or otherwise finished to provide corrosion resistance.
� j. Materials of play accessories shall be compatible with and
designed as an integral part of the basic play structure.
k. Detailed erection drawings and a bill of materials shall be
furnished with each model. Drawings shall include all data
� necessary for assembly, including the recommended erection
sequence. To facilitate assembly, each manufactured member shall
�?� be easily identifiable by its shape or dimensions or by a piece
� marked or number keyed to the erection drawing.
1. All decks installed higher than 42 inches above the finished ground
�"'�, level shall have enclosing panels or guazd railings at least 38
� inches high completely surrounding the deck surface, except for
necessary entrance and exit openings. To prevent climbing over the
� guard rails, open rails must be vertical with no openings greater
than 4 inches. No horizontal intermediate rails shall be acceptable.
m. No horizontal surface intended for play shall be higher than 84
^ � inches above finished ground level.
n. Slides:
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1.) All sliding surfaces of equipment shall have sides or other
protective devices on both sides to guide descent and
prevent lateral discharge of the user during normal use.
2.) The exit region should be essentially horizontal and parallel
to the ground and have a minimum length of 11 inches.
3.) For slides that are no more than 4 feet in height, the height
of the exit region should be no more than 11 inches from
the protective surface.
4.) For slides that aze over 4 feet in height the exit region
should be at least 7 inches but not more than 15 inches
above the protective surface.
5.) Slide exit edges should be rounded or curved, to prevent
lacerations or other injuries which could result from impact
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with sharp or straight edges.
o. Handrails shall be used at all openings where access ladders are
located.
PLAYGROUND EQUIPMENT
02860
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� p. Approved Products:
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UNIT ONE — CANDLERIDGE PARK : GameTime-
Plav Structure, Model OT # 9951792. or approved equal.
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UNIT TWO — FIRE STATION PARK:
Little Tikes-Plav Builders, Model # PB 4 Modified. or
` approved equal.
Little Tikes-See Saw Snake Model # 200007469
UNIT THREE — FOREST/TILLERY PARK:
Little Tikes -Plav Builders, Model # PB 5 Modified, or
approved equal.
UNIT FOUR — HIGHLAND HILLS:
Little Tikes — Plav Builders, Model # PB 5 Modified, or
approved equal.
UNIT FIVE — OVERTON PARK:
GameTime — Tire Swin�, Model # 10777. or approved
equal.
UNIT SIX — SOUTHWEST PARK: GameTime — Plav
Structure. Model # 11557, or approved equal.
UNIT SEVEN — WESTCREEK PARK:
GameTime — Hill & Dale Slide. Model #11514. or
approved equal.
GameTime — Steerin� Wheel, Model # 3358, or approved
equal.
GameTime — Animal Panel. Model # 4824. or approved
equal.
GameTime — Tic-Tac-Toe Panel, Model # 4800. or
approved equal.
GameTime — End Panel Unri�ht. Model # 4811. or
approved equal.
GameTime — Unri�ht 180 De�rees. Model # 4813. or
approved equal.
'f UNIT EIGHT — WORTH HEIGHTS PARK:
Little Tikes-See Saw Snake Model # 200007469
PLAYGROUND EQUIPMENT
02860
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UNIT NINE — WRIGHT TARELTON PARK:
GameTime — Steering Wheel. Model # 3358. or approved
equal.
GameTime — Animal Panel, Model # 4824. or approved
equal.
GameTime — End Panel Unri�ht. Model # 4811, or
approved equal.
ALL UNITS :
Plavworld Youth Si�n, Model #0170, or approved equal.
Plavworld Tot Si�*n, Model # 0160, or approved equal.
q. Suppliers:
Plavworld available from:
The Playwell Group
(817) 335-1666
GameTime available from:
Modlin Recreation Equipment, Inc.
(800) 433-5347
Little Tikes available from:
Jim Lea Associates
(800) 237-4739
2.02 SWINGS:
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Material Reauirements:
a. Heavy duty swing shall be two legged and three legged type end
support frame, with two swings per bay maximum. Height as specified
on drawings/ equipment schedule.
b. Components shall be cleaned in a five bath system, including a rust-
inhibitive iron phosphate wash prior to painting.
c. Steel beams and legs shall be fabricated of 3 1/2" outer diameter,
schedule 40, hot dipped galvanized steel pipe, coated with a baked on
electrostatically applied polyester dry powder coating.
d. Swing yoke clamps shall be 2 7/8" outside diameter, 8 guage steel with
a baked on electrostatically applied polyester dry powder coating.
e. Swing hangers shall be hot dipped galvanized malleable iron with oil
impregnated bushings pressed in.
f. Swing chains shall be 4/0 straight link hod dipped galvanized steel
utilizing double clevis and bolt link chain connections.
g. Seats to be slash-proof belt type of a high-grade, durable rubber
compound with steel cable reinforcing and blunt molded edges.
PLAYGROUND EQUIPMENT
02860
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h. If specified, tot seats shall be of a high-grade, durable rubber
compound, fully enclosed bucket seats with back support and leg
cutouts.
i. Approved products:
UNIT FOUR — HIGHLAND HILLS PARK: Recreation
� Creations Sinsle Bav Swin� with Full Bucket Swin�s,
Model # 90-1002, or approved equal.
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UNIT NINE — WRIGHT TARELTON PARK: Plavworld
SinEle Bav with Belt Seats, Model # 0270, or approved equal.
j. Suppliers:
2.03 Other Eauipment
Plavworld available from:
The Playwell Group
(817) 335-1666
Recreation Creations, Inc. available from:
Hunter - Knepshield Company
�- (800) 451-4138
1. Whirl
a. Approved Product: Recreation Creations Junior Whirl, Model #
650, or approved equal.
b. Supplier: Recreation Creations. Inc. available from: �
Hunter - Knepshield Company
, (800) 451-4138
2. Buck - A — Bout
a. Approved Product: GameTime. Buck — A— Bout Model # 200. Duck
Aluminum Seat, Model # 388, & FroE Aluminum Seat. Model # 359, or
approved equal.
b. Supplier: GameTime available from:
Modlin Recreation Equipment, Inc.
(800) 433-5347
3. Dome Climber
a. Approved Product: GameTime — Dome Climber. Model # 655, or
approved equal.
b. Supplier: GameTime available from:
Modlin Recreation Equipment, Inc.
(800) 433-5347
PLAYGROUND EQUIPMENT
02860
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' 4. Volleyball Standazds & Net
a. Approved Products: GameTime, Model #'s 137 and 739
� b. Supplier: GameTime available from:
Modlin Recreation Equipment, Inc.
� (800) 433-5347
� PART 3 - EXECUTION
3.01 GENERAL: All items shall be supplied and installed by Contractor as shown on the
plans and as recommended by the manufacturer.
3.02 FALL ZONES: Contractor shall verify all fall zone clearances onsite prior to installing
the equipment. Notify the Landscape Architect of any conflicts or discrepancies.
3.03 CONCRETE FOOTINGS: The finished grade of all concrete footings shall be set twelve
inches below the finish grade of surfacing material.
3.04 FASTENERS: All nuts and bolts shall be upset and tack welded to prevent disassembly.
3.05 PROTECTION: Contractor shall be responsible for protection of unfinished work and
� shall erect temporary signage and barriers as necessary to prevent park users from
utilizing unfinished equipment.
3.06 HEIGHTS OF SWING SEATS: Install tot/bucket seats at 24" from top of safety surface
and youth/belt seats at 18" from top of safety surface.
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END OF SECTION
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02860
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SECTION 02870 - SITE FURNISHINGS
PART I - GENERAL
1.01 DESCRIPTION
Furnish and supply all labor, equipment, materials and incidentals necessary to assemble,
install and otherwise construct park equipment as listed under products.
1.02 RELATED WORK
A. Section 03300 - Cast-in-Place Concrete.
B. Section 07920 - Caulking and Sealants
1.03 QUALITY ASSURANCE
A. All equipment shall be free of sharp edges and corners, or extremely rough
surfaces.
B. All materials shall be new and conform to all standazds as specified.
C. The bidder shall be responsible for defects in equipment due to faulty materials or
manufacturing, damage or loss.
D. Metal shall be straight or at design radii or bends, without kinks, and shall be true
to shape.
E. Codes and Standards: All "accessible" site furnishings shall comply with the
current Texas Accessibilitv Standards (TAS) of the Architectural Barriers Act,
Article 9102, Texas Civil Statutes (512) 453-3211.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Protect from inclement weather: wet, damp, extreme heat or cold.
B. Store in a manner to prevent warpage and/or bowing.
1.05 JOB CONDITIONS
The contractor shall be responsible for protection of unfinished work and shall be
responsible for the safety of park users utilizing unfinished equipment.
SITE FURNISHINGS
� 02870
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2.01 ACCESSIBLE PICNIC TABLE (8')
..-�`"-_.
, Diversified Metal Fabricators, Model #'s ET 8150, or approved equal.
Modlin Recreation Equipment, Inc.
(800) 433-5347
2.02 EXPANDED METAL BENCH (6')
Plavworld. Model # 1410, or approved equal.
The Playwell Group
(817) 335-1666
PART 3 - EXECUTION
3.01 INSTALLATION
A. Fasteners: All nuts and bolts shall be upset and tack welded to prevent
disassembly.
B. Manufacturer's Installation Instructions: The Contractor shall follow the
manufacturer's installation instructions and give the Landscape Architect the
instructions for filing, unless otherwise stated. Set benches and picnic tables
level.
END OF SECTION
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02870
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SECTION 02930 - SEEDING
PART 1 - GENERAL
1.01 DESCRIPTION
A. Work Included: Seeding of grass seed or wildflower seed, as specified on the plans.
B. Related Work Specified Elsewhere: Section 02220, Earthwork.
1.02 REFERENCE STANDARDS
A. Standardized Plant Names
1. For exotic plant materials: American Joint Committee of Horticultural
Nomenclature, Second Edition, 1942.
2. For native materials
a. Manual of the Vascular Plants of Texas by Correll and Johnston
b. Check List of Vascular Plants of Texas by Hatch
c. Flora of North Central Texas by Shinners and Moller
�y B. Texas Highway Department: Standard Specifications for Construction, Item 164,
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"Seeding for Erosion Control" and Item 180, "Wildflower Seeding".
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1.03 SUBMITTALS
A. Seed
1. Vendors' certification that seeds meet Texas State seed law including:
a. Testing and labeling for pure live seed (PLS)
b. Name and type of seed
2. If using native grass or wildflower seed, seed must have been harvested within 100
miles of the construction site.
3. All seed shall be tested in a laboratory with certified results presented to the Project
Manager, in writing, prior to planting.
4. All seed to be of the previous season's crop and the date on the container shall be
within twelve months of the seeding date.
5. Each species of seed shall be supplied in a separate, labeled container for acceptance
by the Project Manager.
B. Fertilizer
1. Unopened bags labeled with the analysis
2. Conform to Texas fertilizer law
1.04 JOB CONDITIONS
A. Planting Season: The season varies according to species (see Part 2- Products). Do not
seed when soil is excessively wet or dry or when wind exceeds 10 miles per hour.
B. Schedule After All Other Construction and Planting Is Complete.
SECTION 02930 - SEEDING
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C. Protect and Maintain Seeded Areas
1. From erosion
2. From traffic and all other use
3. Until seeding is complete and accepted
1.05 QUALITY CONTROL
The contractor who plants the seeds, whether the general contractor or a subcontractor, is
responsible for daily supervision of his crew, while planting the seed and maintaining the
seedlings until the project is accepted by the City.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Seed
All seed shall be planted at rates based on pure live seed (PLS = purity x germination) per
acre.
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Substitution of individual seed types due to lack of availability shall be made only by the
Project Manager at the time of planting. The Contractor shall notify the Project Manager,
prior to bidding, of difficulties locating certain species. Only those areas indicated on the
plans and areas disturbed by construction shall be seeded. Prior to seeding, each azea sha11
be marked in the field and approved by the Project Manager. Any adjustment of area
location by the Project Manager shall be considered incidental and shall not entitle the
Contractor to additional compensation.
Weed seed shall not exceed 10 percent by weight of the total of pure live seed (PLS) and
other material in the mixture. Johnsongrass and nutgrass seed shall not be allowed.
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The seed shall be clean, dry and harvested within one year of planting.
1. Non-native �rass seed sha11 consist of:
If planted between Apri115 and September 10:
Lbs./Acre Common Name Scientific Name Puri
25 Bermuda (unhulled) Cynodon dacrylon 85%
75 Bermuda (hulled) Cynodon dacrylon 95%
Substitute the following if planted between September 10 and April 15:
220 Rye Grass Lolium multiflorum 82%
40 Bermuda (unhulled) Cynodon dacrylon 84%
SECTION 02930 - SEEDING
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Germination
90%
90%
80%
85%
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2 Native �rass seed - The seed shall be planted between February 1 and October 1
and shall consist of:
Lbs. PLS/Acre Common Name Botanical Name
16 Green Sprangletop Leptochloa dubia
40 Sideoats Grama* Bouteloua curtipendula
64 Little Bluestem* Schizachyrium scoparium
200 Buffalograss Buchloe dacryloides
40 Indian Grass* Sorghastrum avenaceum
16 Big Top Lovegrass* Eragrostis hirsuta
16 Weeping Lovegrass Eragrostis curvula
80 Canada Wild Rye* Elymus canadensis var.
canadensis
*These grasses are not to be planted within ten feet of a road or parking lot or
within three feet of a walkway.
3 Wildflower seed - All wildflower seeds are to be hand broadcast, (see 3.02,A).
The seed sha11 be planted between March 5 and May 31 or between September 1
and December 1 and shall consist of:
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10
20
50
10
10
20
10
3
10
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Common Name
Foxglove*
Lanceleaf Coreopsis
Bluebonnet
Pink Evening Primrose
Purple Coneflower*
Indian Blanket
Mexican Hat
Maximillian Sunflower*
Winecup
Lemon Mint* ,
Botanical Name
Penstemon cobaea
Coreopsis lanceolata
Lupinus texensis
Oenothera speciosa
Echinacea purpurea
Gaillardia pulchella
Ratibida columnaris
Helianthus maximiliana
Callirhoe involucrata
Monarda citriodora
*These wildflowers are not to be planted within ten feet of a road or parking lot or
within three feet of a walkway.
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4. Temnorary erosion control seed
When specified on the plans, temporary control measures shall be performed.
These measures shall consist of the sowing of cool season plant seeds and the
work and materials as required in this section.
B. Mulch
1. Mulch should be designed for use with conventional mechanical or hydraulic
planting of seed, either alone or with fertilizer.
2. Mulch should be wood cellulose fiber produced from virgin wood or recycled
paper-by-products (waste products from paper mills or recycled newspaper).
3. Mulch should contain no growth or germination inhibiting factors.
4. Mulch should contain no more than 10 percent moisture, air dry weight basis.
5. Additives shall include a binder in powder form.
SECTION 02930 - SEEDING
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� 6. Material sha11 form a strong moisture retaining mat.
C. Fertilizer
� 1. All fertilizer shall be delivered in bags or containers clearly labeled showing the
- analysis.
2. All fertilizer shall be in acceptable condition for distribution and shall be applied
uniformly over the planted area.
� 3. Analysis of 16-20-0, 16-8-8, or as designated on the plans. Fertilizer rate:
a. No fertilizer is required for wildflower seeding.
b. Where applying fertilizer on newly established seeding areas - 100 pounds
of Nitrogen per acre.
c. Where applying fertilizer on established seeding areas - 150 pounds of
�� Nitrogen per acre.
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D. Water: Shall be furnished by the Contractor and shall be clean and free of industrial
wastes or other substances harmful to the germination of the seed or to the growth of the
vegetation. The amount of water will vary according to the weather variables. Generally,
an amount of water that is equal to the average amount of rainfall plus 1/2" per week
should be applied for approximately three weeks or until project is accepted by the
Project Manager.
E. Erosion Control Measures
1. For seeding application in areas up to 3:1 slope, use cellulose, fiber or recycled
paper mulch, (see 2.01, B. Mulch and 3.03).
2. For seeding application in areas 3:1 slope or greater, use the following soil
retention blanket (Follow the manufacturer's directions):
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. "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624,
Arlington, Texas 76001, 1-800-777-SOIL.
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� Seed, mulch, fertilizer and water may be mixed provided that:
1. Mixture is uniformly suspended to form a homogenous slurry.
�" 2. Mixture forms a blotter-like ground cover impregnated uniformly with grass seed.
��' 3. Mixture is applied within 30 minutes after placed in the equipment.
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� PART 3 — EXECUTION
3.01 SEEDED PREPARATION
A. Clear Surface of All Materials, Such As:
l. Stumps, stones, and other objects lazger than one inch.
2. Roots, brush, wire, stakes, etc.
3. Any objects that may interfere with seeding or maintenance.
B. Tilling
1. In all compacted areas till one inch deep.
2. If area is sloped greater than 3:1, run a tractor pazallel to slope to provide less
seedlwater run-off.
3. In areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees.
C. Watering: Soil should be watered to a minimum depth of four inches within 48 hours of
seeding.
3.02 SEEDING
A. If Sowing Seed By Hand
1. Broadcast seed in two directions at right angles to each other.
2. Harrow or rake lightly to cover seed.
3. Never cover seed with more soil than twice its diameter.
4. For wildflower plantings, scalp existing grasses to one inch, remove grass
clippings, so seed can make contact with the soil.
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B. Mechanically Seeding (Drilling):
If inechanically seeding (drilling) the seed or seed mixture, the quantity specified shall be
uniformly distributed over the areas shown on the plans or where directed. All varieties
� of seed, as well as fertilizer, may be distributed at the same time provided that each
component is uniformly applied at the specified rate. Seed shall be drilled at a depth of
� from 1/4 inch to 3/8 inch utilizing a pasture or rangeland type drill. All drilling is to be
on the contour. After planting, the area shall be rolled with a roller integral to the seed
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drill, or a corrugated roller of the "Cultipacker" type. All rolling of slope areas shall be
on the contour.
..._ 3.03 MULCHING
A. Apply uniformly after completion of seeding in areas up to 3:1 slope. Mulch may be
applied concurrently with fertilizer and seed, if desired.
B. Apply at the following rates unless otherwise shown on plans:
�� 1. Sandy soils, flat surfaces - minimum 1,SOO lbs./acre.
; 2. Sandy soils, sloping surfaces - minimum 1,8001bs./acre.
3. Clay soils, flat surfaces - minimum 2,5001bs./acre.
� 4. Clay soils, sloping surfaces - minimum 3,000 lbs./acre.
5. "Flat" and "sloping" surfaces will be shown on the plans if not visually obvious.
t"^ SECTION 02930 - SEEDING
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�� C. Apply within 30 minutes after placement in equipment. Keep mulch moist, by daily
water application, if necessary:
R'" 1. For approximately twenty-one days, or
2. Until seeds have germinated and have rooted in soil, (see 3.04, B) and project has
been accepted by the Project Manager.
3.04 MAINTENANCE AND MANAGEMENT
A. Includes protection, replanting, maintaining grades and immediate repair of erosion
damage until the project receives final acceptance.
� B. Replanting
1. Replant areas where a stand of grass or wildflowers are not present in a reasonable
� length of time, as determined by the Project Manager.
2. A"stand" shall be defined as:
a. Bermuda/Rye grasses: Fourteen growing plants per square inch
established within two weeks of seeding date on a smooth bed free of
' foreign material and rocks or clods lazger than one inch diameter.
b. Native grass and wildflowers: 80% percent coverage of growing plants
within seeded area within twenty-one days of seeding date on a smooth
� bed free of foreign material and rocks or clods larger than one inch
diameter.
�►; c. Having no bare spots greater than six inch square.
END OF SECTION
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� SECTION 02930 - SEEDMG
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SECTION 03300 — CAST-IN-PLACE CONCRETE
PART1-GENERAL
1.01 SCOPE OF WORK
A. Concrete Sidewalk
B. Concrete Handicap Ramps
C. Picnic Table Slabs �- �
D. Playground Edging
E. Concrete Walls and Footings
1.02 QUALITY ASSURANCE
Reference Specifications: The work under this division of the Specifications shall
conform generally to the requirements of Item 314 -"Concrete Pavement", Item 406 -
"Concrete for Structures", and Item 410 —"Concrete Structures" of the City of Fort
Worth's Standard Snecifications for Street and Storm Drain Construction.
PART 2 - MATERIALS
2.01 FORMS
Forms shall be of ample strength, adequately braced, joined neatly and tightly and set
exactly to established line and grade.
� 2.02 REINFORCING MATERIALS
� Reinforcing Bars: Reinforcing bars shall be round deformed bars meeting the
requirements of the cunent standard Specifications for Intermediate Grade Billet Steel
° Concrete Reinforcing Bars of the A.S.T.M. Designation A-615. Reinforcing bars at the
time the concrete is placed shall be free from rust, scale or other coatings that will destroy
or reduce the bond. General reinforcing bars shall be number three bars spaced 18 inches
�``" on center in walks and 12 inches in slabs as shown on Plans.
2.03 CONCRETE MATERIALS
A. Cement: Portland cement shall meet the requirements of A.S.T.M. Specifications
Designation C-150 and shall be Type 1.
B. Aggregates: Concrete aggregates shall consist of gravel or crushed stone and
shall be free from any excess amount of salt, alkali, vegetative matter or other
objectionable materials. The aggregate shall be well graded from fine to course
and the maximum size shall be one inch . Fine aggregate shall consist of sand
C. Water: Water used in mixing concrete shall be clean and free from deleterious
amounts of acids, alkalies, vegetative matter or organic material. The concrete
shall be mixed in an approved batch mixer. The mixing time shall not be less
than one minute after all the batch materials are in the mixer. Cement content
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CAST-IN-PLACE CONCRETE
03300
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�shall be not less than five sacks per cubic yard of concrete and shall have a
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minimum 28 day compressive strength of 3,000 psi.
D. Mixing: Transit mixed concrete shall meet all the requirements for concrete as
specified above. Sufficient transit mix equipment shall be assigned exclusively to
the project as required for continuous pours at regular intervals without sfopping
or interrupting. Concrete shall not be placed on the job after a period of 1 1/2
hours after the cement has been placed in the mixer.
2.04 RELATED MATERIAL
A. Expansion Joint Filler: Expansion joint material shall be one inch clear heart
redwood with cap or 3/4 inch pre-molded fiber to the thickness of the concrete
paved cross section as shown on the plans
B. Dowels: Dowels for expansion joints shall be number four smooth round steel
bars with expansion tubes as shown on Plans. Dowels shall be placed eighteen
inches on center or as shown on Plans.
C. Curing Compound: The membranous curing compound shall comply with the
requirements of A.S.T.M., Designation C-309, Type 2, white pigmented.
D. PVC Sleeves: The Contractor shall furnish and install four inch class 200 PVC
pipe sleeves under concrete walk as shown on plans and details.
2.05 CONCRETE MIX DESIGN AND CONTROL
' A. Mix Design: The concrete shall contain not less than five sacks of cement per
. cubic yard. Total water shall not exceed seven gallons per sack of cement. The
mix shall be uniform and workable. The amount of course aggregate (dry-loose
�"' volume) shall not be more than 85 percent per cubic yard of concrete.
The net amount of water will be the amount added at the mixer plus the free water
in the aggregate or minus the amount of water needed to compensate for
absorption by the aggregates. Free water or absorption determinations will be
based on the condition of the aggregates at the time used. The absorption test will
be based on a thirty minute absorption period. No water allowance will be made
for evaporation after batching.
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B. Slump: When gauged by the standard slump test, the settlement of the concrete
shall not be less than 3 inches nor more than 5 inches, unless otherwise indicated.
C. Quality: The concrete shall be designed for a minimum compressive strength of
3,000 pounds per square inch at the age of twenty-eight days using a 5 sack mix.
CAST-IN-PLACE CONCRETE
03300
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�D. Control-Submittal: Within a period of not less than ten days prior to the start of
concrete operations, the Contractor shall submit to the Engineer a design of the
�" concrete mix proposed to be used together with samples of all materials to be
incorporated into the mix and a full description of the source of supply of each
material component. The design of the concrete mix shall conform with the
provisions and limitation requirements of these specifications. All material
� samples submitted to the Engineer shall be sufficiently large to permit laboratory
batching for the construction of test beams to check the adequacy of the design.
� When the design mix has been approved by the Engineer, there shall be no change
or deviation from the proportions thereof or sources of supply except as
hereinafter provided. No concrete mav be nlaced on the iob site until the mix
� desi�n has been apnroved bv the En�ineer in writin� to the Contractor.
PART 3 - EXECUTION
3.01 REINFORCING
Metal reinforcing shall be accurately placed in accordance with the Plans and shall be
adequately secured in position by concrete, metal, or plastic chairs and spacers. Bar
splices shall overlap at least twelve inches. The re-bars shall be bent cold.
3.02 JOINTS
A. Expansion Joints: Expansion joint materials shall be installed perpendiculaz to
� the surface. The bottom edge of the material shall extend to or slightly below the
bottom edge of the slab and the top edge shall be held approximately 1/2 inch
r,,, below the surface of the slab. The edge of joints shall be tooled with an edging
tool having a 1/2 inch radius.
B. Contraction Joints: Contraction joints shall be 1/4 inch wide by 3/4 inch deep,
� tooled joints placed on six foot centers, unless otherwise indicated. Contraction
joints will not be required to be sealed. Sawed joints may be allowed only if
specifically approved by the Engineer. Joints will be sawed as soon as sawing
� can be performed without stripping aggregate from the concrete, generally within
twelve to twenty-four hours after placement, and they shall be completed before
�,., uncontrolled cracking of the pavement takes place.
C. Construction Joints: Construction joints shall be installed in all concrete work at
the locations shown on the Plans. Construction joints formed at the close of each
day's work shall be located at any of the control joints designated on the Plans.
Joints may be constructed by use of wood or preformed metal bulkheads set true
to the section of the finished concrete and cleaned and oiled. Surplus concrete on
the subgrade shall be removed before resuming concreting operations.
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3.03 PLACING CONCRETE
Placement of Concrete: The concrete shall be rapidly deposited on the subgrade
immediately after mixing is completed. Subgrade and forms shall be dampened prior to
placement of the concrete. The concrete shall be transported, placed and spread in such a
CAST-IN-PLACE CONCRETE
03300
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' manner as to prevent segregation of the aggregate or an excess amount of water and fine
materials to be brought to the surface. No concrete shall be placed when the air
� temperature is less than forty degrees Fahrenheit nor when the temperature of the
� concrete is eighty-five degrees Fahrenheit or higher, without approval of Construction
Inspector.
� Placement shall be carried on at such a rate that the concrete is at all times plastic and
flows readily into the space between the bazs. No concrete that has partially hardened or
� that has been contaminated by foreign material shall be deposited in the work nor shall
retempered concrete be used. Each section of pavement between expansion and
� construction joints shall be placed monolithically.
All concrete shall be thoroughly compacted by suitable means during the operation of
placing and shall be thoroughly worked around reinforcement and embedded fixtures and
into the corners of the forms. Special care shall be taken to prevent voids and
honeycombing. The concrete shall then be struck off and bull-floated to the grade shown
on the Plans before bleed water has an opportunity to collect on the surface.
�' 3.04 FINISHING
All concrete shall be finished by experienced, qualified concrete finishers. All concrete
� shall have a neat, rounded edge. Edging and jointing (radius described on Plans) shall be
° accomplished with care so as not to leave deep impressions in the concrete surface
adjacent to edges and joints. After the concrete has been floated and has set sufficiently
to support the weight of cement finishers, a smooth steel trowel will be used to produce
`" hard surface. The entire surface will then be brushed with a stiff bristle broom to produce
r,,, a uniform textured finish. All edges and sides of concrete exposed to view shall be free
of warp and blemishes with a uniform texture and smoothness as described in Plans.
3.05 CURING
� Curing Compound: Immediately after the finishing operations, the concrete shall be
completely covered with a curing compound. The concrete surface shall be kept moist
between finishing operations and the application of the curing compound. The curing
� compound shall be applied under pressure by means of a spray nozzle at a rate not to
exceed 200 square feet per gallon. A minimum of 72 hours curing time will be required.
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3.06 CONCRETE WALLS
A. Placing Concrete
� 1. Where tremies are used, or where the free drop is 5'-O" or more, and
through reinforcement, use a dumping box or board, moving the concrete
� therefrom by shovels or hoes.
2. Deposit concrete so that the surface is kept level throughout, a minimum
being permitted to flow from one position to another, and place as rapidly
F' as practicable after mixing.
3. Do not use in this Work any concrete not placed within 30 minutes after
leaving the mixer.
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CAST-IN-PLACE CONCRETE
03300
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� 4. Thoroughly work concrete around reinforcernent and embedded fixtures,
� and into corners of forms, during placing operations.
5. Completely compact with tamping poles and by tapping forms until the
' concrete is thoroughly compact and without voids. Determine the number
. of tampers needed by the amount and method of placing concrete.
6. Exercise care to tamp concrete vigorously and thoroughly to obtain
�""' maximum density.
7. Use manual tampers as well as mechanical vibrators.
� a. Exercise care to direct the quick handling of vibrators from one
position to another.
b. Do not over-vibrate concrete.
!? c. Do not move concrete by use of vibrator.
� B. Finishing
1. All formed surfaces exposed to view shall have a smooth form finish.
2. After concrete has been properly placed and cured, sandblast finish if
,,,, indicated on the plans and per specification Section 03350.
3.07 PROTECTION
After concrete is placed, finished and cured as required, permit no traffic thereon for
three days thereafter and further protect the surface from damage due to other causes.
END OF SECTION
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CAST-M-PLACE CONCRETE
03300
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SECTION 07920 - CAULKING AND SEALANTS
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PART I - GENERAL
1.01 DEFINITIONS:
A. The term "sealant" or "sealing" shall refer to exterior joints exposed to weather
or interior joints exposed to moisture. When "sealant" is used in an outside joint
in aluminum or steel frames, "sealant" shall be required on the inside joint also.
B. The term "caulk" or'caulking' (calking) shall refer to interior joints not normally
exposed to weather or moisture conditions.
1.02 SUBMITTAL:
A. Submit to Owner's representative manufacturer's literature, specification data,
and. color chart for all materials proposed for this project.
B. Identify their use and location.
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1.03 GUARANTEE: The Contractor shall provide the Inspector a manufacturer's written
guarantee on all joint sealing materials. The manufacturer shall agree to provide any
replacement material free of charge to the City. Also, the Contractor shall provide the
Engineer a written warranty on all sealed joints. The Contractor shall agree to replace
any failed joints at no cost to the City. Both warranties shall be for one yeaz after final
acceptance of the completed work by the Engineer.
�- PART 2-PRODUCTS
�' 2.01 SEALANTS: As manufactured by Pecora or approved equal.
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A. Concrete-to-Concrete (Horizontal Joint): NR-201 with primer.
' B. Masonry-to-Masonry or Concrete-to-Concrete (Vertical): Dynatrol II
2.02 PRIMERS: Type as manufactured by manufacturer of sealing or caulking material and
completely compatible with compound.
� 2.03 JOINT BACKING: Rods or tape in sizes and types as recommended by manufacturer of
sealing or caulking material, and completely compatible with compound.
CAULKING AND SEALANTS
07920
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PART 3 - EXECUTION
3.01 GENERAL:
A. Work shall be performed by experienced mechanics skilled in execution of type
r,,,, of work required and in application of specified materials.
B. Deliver materials to job site in original containers with manufacturer's name and
brand cleazly marked thereon.
� C. When perimeter joints around frames that are to be caulked do not have built-in
� stops or other means to prevent depth of compound from exceeding 1/2 inch,
pack joint with back-up materials of correct type and to the depth as necessary to
provide minimum 3/8" and maximum 1/2" depth of compound.
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D. Materials and methods shall be as specified herein, unless they are contrary to
� approved manufacturer's directions or to approved trade practice; or unless
Contractor believes they will not produce a watertight job which he will
�,,,, guarantee as required. Where any part of these conditions occur, Contractor
shall notify Architect in writing. Deviation from procedure specified will be
permitted only upon Architect's approval and providing that work is guaranteed
by Contractor as specified.
" E. If, prior to beginning work, Contractor does not notify Architect in writing of
any proposed changes, it will be assumed that he agrees that materials and
� methods specified will produce results desired, and that he will furnish required
guarantee.
3.02 PREPARATORY WORK:
A. Where weather molds, staff beads, etc., do not form integral part of frames to be
caulked, but are removable, remove same prior to caulking, execute caulking,
replace molds, etc., and point.
B. Clean a11 joints, etc., that are to be caulked or sealed, prior to executing work. ,
3.03 PRIMING: When conditions of joints so require, or when types of materials used
`"' adjacent to joints so require, or when compound manufacturer's recommendations so
require, clean and prime joints before starting caulking. Execute priming operations in_
� strict accordance with manufacturer's directions.
�., 3.04 JOINT BACKING: Joint backing shall be installed in all joints to receive sealants.
Backing shall be sized to require 20% to 50% compression upon insertion, and shall be
CAULKING AND SEALANTS
07920
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placed so that sealant depth is approximately 1/2 joint width. In joints not of sufficient
� depth to allow backing, install bond breaking tape at back of joint.
3.05 APPLICATION: Apply sealant and caulking material under pressure to fill joint
completely, allowing no air pockets or voids. Tool the joint surface to compress the
�,,, compound into the joint.
3.06 THRESHOLDS: Place all exterior door thresholds in a fill bed of sealant during setting
�j procedures.
R"° 3.07 CLEANING: Clean adjacent surfaces free of caulking and sealant and clean all work of
. other trades that has in any way been soiled by these operations. Finished work shall be
left in a neat and clean condition.
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END OF SECTION
CAULKING AND SEALANTS
07920
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� BIDDER'S STATEMENT OF QUALIFICATIONS
� Firtn Name: Date Organized:
❑ PARTNERSHIP ❑ CORPOR.ATION
aAddress: �
City: State: Zip:
� Telephone Number: Fax Number:
Number of yeazs in business under present name:
`"' Former name s of or anization: '
�) g
� � CLASSIFICATION: ❑ General ❑ Building ❑ Electrical ❑ Plumbing ❑ HVAC �
a❑ Utilities ❑ Earthwork ❑ Paving ❑ Other :
1. LIST OF SIMILAR COMPLETED PROJECTS
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AMOUNT TYPE OF DATE NAME and TELEPHONE NUMBER OF
aOF CONTR.ACT WORK COMPLETED OWNER
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a2. LIST OF SIMILAR PROJECTS UNDER CONSTRUCTION OR UNDER CONTRACT
AMOUNT TYPE OF DATE NAME and PHONE NUMBER OF OWNER �
pOF CONTR.ACT WORK COMPLETED
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BIDDER'S STATEMENT OF QUALIFICATIONS
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3. LIST SURETY BONDS IN FORCE ON ABOVE INCOMPLETE WORK (LIST 2):
DATE OF TYPE OF AMOUNT OF NAME AND TELEPHONE NUMBER OF
CONTR.ACT BOND BOND SURETY
4. LIST CONSTRUCTION SUPERINTENDENT'S NAME AND CONSTRUCTION EXPERIENCE:
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BIDDER'S STATEMENT OF QUALIFICATIONS
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CERTIFTCATE OF INSURANCE
TO: CTTY OF FORT WORTH Date_
NAME OF PRO7ECT:
PROJECT NUMBER:
IS TO CERTIFY THAT :
is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for
tlie type of insurance and accordance with provisions of the standard policies used by this Company, and further
hereinafter described. Exceptions to standard policy noted on reverse side hereof.
TYPE OF INSURANCE
Policy Effective Expires Limits of Liability
Worker's Compensation
Comprehensive General
Liability Insurance (Public
Liabi lity)
Blasting
Coll�►pse of Building or
structures adjacent to
excavltions
Damage to Underground
Utilities
Builder's Risk
Comprehensive
Automobile Liability
Contractual Liability
Other
Bodily Injury:
Ea.Occurrence: $
Property Damage:
Ea.Occurrence: $
Ea.Occurrence: $
Ea.Occurrence: $
Ea.Occurrence: $
Bodily Injury:
Ea. Person: $
Ea. Occurrence: $
Property Damage:
Ea. Occurrence: $
Bodily Injury:
Ea.Occurrence: $
Property Damage:
Ea.Occurrence: $
Locations covered:
Description of operations covered:
The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or
canceled by the insurer in ]ess than five (5) days after the insured has received written notice of such change/or
cancellation.
Where applicable local laws or regulations require more than �ve (5) days actuaI notice of change or cancellation to be
lssured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement
thereto attached.
Aeencv
Fort Worth Aeent By
Address Title
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CONTRACTOR COMPLIANCE WTTH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers'
compensation insurance coverage for all its employees employed on city of Fort Worth Project Number
C181/08018048150, C181/08018048190. C181/080181048200, C181/08Q18104823Q. C181/0801804827Q.
C181/Q8018048300, C181108018Q48320, C181/080181048330, C181/08018048340
STATE OF TEXAS
COUNTY OF TARRANT
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CREATIVE 4 CONSTRUCTION AND
MANAGEMENT COMPANY. INC
CONTRACTOR
By: ������2�
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Title
l� � n o21���
Date
BEFORE ME, the undersigned authority, on this day personally appeared !�`�� ��, /�
known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to zne that he
executed the same as the act and deed of for the purpose and consideration
therein expressed and in the capacity therein•stated.
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GIVEN UNDER MY HAND AND SEAL OF OFFICE this ��� day of
.i9�c,00 .
ti�s+ P SHANNON LEA GONZALEZ
o * � * N07ARY PUBLIC
,,� State of Texas
a'� Comm. Exp.11/13/2001
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Notary Public in and for
the State of Texas �
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THE STATE OF TEXAS
COUNTY OFTARRANT
PERFORMANCE BOND
Bond # 757300
KNOW ALL MEN BY THESE PRESENTS: That we (1) CR�ATIV� 4 CONSTRUCTION AND
� MANAGEMENT COMPANY� INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and
�3 �1tAl 1r�Hmity Co7_'porat7cxl a corporation organized and cxisting under the laws of the State and
fully authorized lo transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort
Worth, a municipal corporation organizcd and existing under the laws of the State of Texas, hereinafter called
Owncr, in the pcnal sum of:
�� TWO HUNDR�D SEVENTY THREE THOUSAND THREE HUNDRED NIN�TY FIVE AND 90/100.........
($273,395.90) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
� the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and
successors, jointly and sevcrally, firmly by these presents.
-� TH� CONllITION OF THIS oP: OBLIGATION is such that Whercas, the Principal entcred into a certain
contract wi[h the City of Fort Worth, the Owner, dated the �qf ���opy of which is hercto allached and
�" made a part hcreof, for the construction of: Ji�N
�-� PLAYGROUND RL+'NOVATIONS AT NINE PARK SITES
� dcsignated as Project No. (s) C181/080181048150, C181/0808181048190, C181/080181048200,
C181/080181048230, C181/080181048270, C181/080181048300, C181/080181048320, C181/080181048330,
�'- C181/080181048340, a copy of which contract is hereby attached, rcferred to, and madc a part hereof as fully and to
the same extent as if copied at Iength herein, such project and construction being hcrcinafter rcferred to as the
..work".
r NOW THEREFORE, iP lhe Principal shall well, truly, and faithfully perform the work in accordance with
thc plans, specifications, and contract documencs during the original term thereof, and any extensions thereof which
�"' may bc granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands
incin-rcd under such contract, and shall fully indemnify and save harmless the Owner 1'rom all costs and damages
which it may suffcr by rcason of fai(urc to do so, and shall rcimburse and repay lhc Owner all outlay and expcnsc
which thc Owncr may incur in making good any dcfault, then this obligation shall bc void; othcrwisc to rcmain in full
f��rcc and cffect.
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PROVIDED PURTHER, tha[ if any legal action 61ed upon this bond, vcnuc shnll lic in Tarrant Counly,
Statc of Texas.
AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no
change, exlension of time, alteration or addition lo the tcrms of the contracc or to the work co be performed
thereundcr or the spccil'icalions accompanying the same shall in any wise affect ils obligations on this bond, and it
cli�cs hcrchy waivc noticc of any such changc, cxtcnsion oP timc, altcration or addition to thc tcrms of thc conU�act or
��� thc work or lu lhc s��ccificalions.
IN WITNESS WHEREOF, this inslrument is executed in 6 counterparts each one of which shall be deemed
an original, this the of
� l�T�sT: J AN 0 4 2000
(Principal) Secretary
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(SEAL)
�r..� ! �' eL ��iu
ttness as to Prin pal �
!1 �3 �. ��. 2 D �.?.-_1���--�'
� Address %b ,3 fi"�'
ATT�ST:
(SEAL)
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(Surcty) Secrctary
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Witness as to Sur� v
701 Lamar, Wic ita Falls, TX 76301
(AcJd►-css)
CR�ATIVE 4 CONSTRUCTION AND
MANAGEMENT, INC.
BY��i�NCIP�
Title: �
3320 MAIN STREET
VERNON, TX 76384
(AJdress)
�a�ital ����n�-��,� -.��r���cn
Surety
BY• �, ,(l� c� � � , �i:i- �'.�-_i /
StaCi s (Attorney-in-fact) (5)
701 Lamar, Wichita Falls, TX 76301
(Address)
NOTE: Datc of Bond must not be
prior to date of Contract
(1) Correct Name of Contractor
(2) A Corporation, a Partnership or an
Individual, as case may be
(3) Corrcct namc of Surcty
(4) If contractor is Partncrship all
Partners should execute Bond
(5) A truc copy of Powcr of Attorncy
shall bc altached lo Bond by
Attorncy-in-Fact..
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Bond # 757300
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PAYMENT BOND
�. 1'H� STATE OF TEXAS
" COUNTY OF TARRANT
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KNOW ALL MEN BY THESE PRESENTS: That we (1) CREATIVE 4 CONSTRUCTION AND
MANAGEMENT� INC a (2) Cornoration of Texas, hereinafter call Principal, and (3)
(:2q�itAl lyd�ml.ty Cc��oratioll , a corporation organized and existing under the laws of the State and fully
authorizcd to transact husincss in lhc Stale of Tcxas, as Surcty, arc hcld and I�irmly bound unto tlic City of Fort
Worth, a municipal corporation organizcd and cxisting undcr thc laws ol' thc Statc of Tcxas, hcrcinaftcr cal(cd
Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the
building or improvcments hereinafter referred to in thc penal sum of :
TWO HUNDRED S�VENTY THRE� THOUSAND THREE HUNDRED NINETY FIV� AND 90/100..........
r ($273,395.90) Dollars in lawful inoney of the United States, to be paid in Fort Worlh, Tarrant County, Texas, for the
;, , �ayment of which sum well and truly be made, we hercby bind ourselves, our heirs, executors, adminislrators and
�uccessors, jointly and severally, firmly to thcse presen[s.
.
THE CONDITION OP THIS OBLIGATION is such that Whereas, the Principal entcred into a certain
contracl with the City of Port Wor[h, thc Owner, dated the day of A.D. , , a copy of which is hereto
auached and made a part thereof, for the construction of:: �JAN O 4 ZOOO
YLAYGROUND IMPROV�M�NTS AT NIN� PARK SIT�S
� Project No. (s) C181/080181048150, C181/080181048190, C181/080181048200, C181/080181045230,
C181/080181048270, C1S1/080181048300, C181/080181048320, C181/080181048330, C181/080181048340 a
copy of' which is hereto attached, referred to and made a part hereof as fully and to the samc extent as if copied at
Icngth herein, such project aud construction being hereinafter referred to as the "work".
�_
j` NOW THER�FORE, the condition of this obligation is such that, if the Principal shall promptly make
� ��ayment to all claimants as defined in Article 5160, Reviscd Civil Statutes of Texas, supplying labor and materials in
the prosecution ol' the work provided for in said Contrac[, then this obliga[ion shall be null and void, otherwise it
� shall remain in full force and effect.
�
i
1
rio
1
L..
� THE BOND IS MADE AND ENTERED into solely for thc protection of all claimants supplying labor and
ma�crial in the prosecution of the work provided for in said Contract, as claimants arc defined in said Article 516Q
`'' and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of thc Revised
r
Civil Statutcs.
�
PROVIDED FURTHER, that if any legal action be filed upon this bond, vcnuc shall lie in Tarrant County,
State of Tcxas, that the said Surety,for value received, hereby stipulates and agrecs that no change, extension of
�ime, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification
s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any
such cl�ange, extcnsion of time, alteration or addition �o the tenns of the contract or to thc work to lhe specif'ications.
PROVID�D PURTHER, that no iinal settlement between the Owncr and the Contractor shall abridge the
' right of any bcnei�iciary hereunder whose claim may be unsatistied.
IN WITNESS WHEREOF, this instrument is executed in 6 counterparts each one of which shall be deemed
� an original, this thc day of A.D.,
JAN q 4 2000
.
�
I
�.
r
A'1,TLST:
(Principal) Sccrclary
,r
�
�C�. -�_1�,.,.aJ ��
Witncss as to Principa�
� � i�3/ l k, ��l . � U 7�3 `,�c�,..�,� �4..�
Address f L3 Yf�
�" ATTEST:
w,
�
�� (SLAL)
�
�
(Surety) Secretary
�'
„� �
Witness as to Surety
�_
�
701 Lamar, Wichita Falls, TX 76301
(Address)
CR�ATIVE 4 CONSTRUCTION AND
MANAGEMENT COMPANY. INC.
BY:��PRIN I AL (4
/l�i � E�i�
Titic:
3320 MAIN STREET
VERNON, TX 76384 (SEAL)
(Address)
Capitol �i�tlity Carporatian
�� Surety � ,(
BY. � n n �: �� L4_�S�I %
S�3C1 «s (Altorney-in-fact) (5)
701 Lamar, Wichita Falls, TX 76301
(Address)
701 I,amar� Wichita Falls� TX 76�01
(Address)
NOTE: Datc of Bond must not bc prior to datc
of contract
(1) Correcl Name of Con[ractor
(2) A Corporation, a Partnership or an
Individual, as case may be
(3) Correct name of Surety
(4) If contractor is Partnership all
Pariners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
Attorney-in-Fact..
Bond #757300
�.,
MAINTENANCE BOND
T1-1� STATE OF T�XAS §
COUNTY OF TARRANT §
KNOW ALL MEN BY THESE PRESENTS: That (1) CREATIVE 4 CONSTRUCTION AND
MANAGEMENT COMPANY, INC.as Principal, acting herein by and through (21�
its duly authorized and (3)C�Pitol Irr.]�mity Ca�oraticxt a corporation
organized undcr the laws of the State of TEXAS, as surety, do hereby acknowledge themselves to be held and
r bound to pay unto thc City ol' Fort Worth, A Municipal Corporation, chartered by virtue oi' Constitution and laws of
thc Statc of Tcxas, a� Fort Worth, in Tarrant County, Texas the sum of
TWO HUNDRED S�VENTY THREE THOUSAND THR�E HUNDRED NINETY FNE AND 90/100..........
L.W ($273,395.90) in lawful money of [he United States, for [he payment of which sum wcll and lruly be tnade unto said
City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors,
�" administrarors, assigns and successors, jointly and sevcrally.
This obligation is condi�ioned, however; [hat,
' JAN 0 4 2000
. WHEREAS, ll�e Principal has entered in[o a certain contract with thc City of Fort Worth, the
��crfonnance of the following described public work and the construction of thc following described public
' improvements:
`� PA12K RENOVATIONS AT NINE PARK SITES
� ol� same being rel�en-ed to herein and in said contract as the Work and being designated as project
y-- C181/080181048150, C181/080181048190, C181/080181048200, C181/080181048230, C181/080181048270,
C181/080181048300, C181/OSO1F31048320, C181/080181048330, C181/080181048340and said contract, including
� all of the specifications, conditions and written instruments referrcd to therein as contract documents being hereby
, incorpora�cd hcrcin hy rc(crcncc for all purposcs and madc a part hercof, thc samc as if sct out vcrbatim hcrcin; and ,
WHEREAS, in said Conlract, Contractor binds itself to use such materials and to so construct the work that
'� it will rcmain in good repair and condition for and during the period One (1) Year after the da[e of the final
_ acceptance of the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of
Onc (1) Year; and,
�
WHEREAS, said Conlractor binds i[self to repair or rcconstruct the work in whole or in part at any [ime
within said period, if in thc opinion of the Director of the Water Department of thc City of Fort Worth, it bc
ncccssary; and,
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct
said work as herein provided.
'
�
�
�
�
�
�
�
�,
.
NOW THEREFORE, if said Contractor shall kcep and perform its said agrccmen[ to main[ain, repair or
reconstruct said work in accordancc with all the terms and conditions of said Contract, thcse presents shall be null
and void, and have no force or cffect. Otherwise this Bond shall bc and remain in full foree and effect, and said City
shall have and recovcr from the said Contractor and its surety damages in the premiscs prescribed by said Conlract.
This obligation shall bc continuing one and successive recoveries may bc had hereon for successive breaches until
thc 1'ull amount hcreof is cxhausted.
WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in
Tarrant County, Texas; and,
IN WITNESS WHEREOF, this instrument is executed in 6 counterparts, each one of which shall be
dccmed an original, datcd �AN 0 4
2��0
ATTEST:
(Principal) Secretary
(Seal) CREATIVE 4 CONSTRUCTION AND
MANAGEMENT COMPANY, INC
PRINCIPAL (4)
BY: �� � l �-�'l�.�I���.G�.
Title: ��!% �� Ci=�'vr
..,,
/C�;�1�oJ
Witness as to Principal
� �
//��/ �,,�� n
f (Address) �G3 �
ATTEST:
(Surety) Secretary
�
�,
(S�AL)
� �
�-ll- �'L
� Witt� s as to Surety
�_ 701 Lamar, Wichita Falls, TX 76301
�
3320 MAIN STR�rT
V�RNON, TX 7C834
(Address)
Cap',tol Indemnitv Cornoration
Surety ,�
BY:A. �(l �'� � a�4 ��a /
StaC1. S (Attorney-in-fact) (5)
701 Lamar, Wichita Falls, TX 76301
(Address)
NOTE: Date of Bond must not be prior to
date of Contract
(1) Correct Name of Contractor
(2) A Corporation, a parmership or an
Individual, as case may be
(3) Corrcct name of Surcty
(4) If Contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attorney
shall be at[ached to Bond by
A[torney-in-Fac[.
�� F6
G,
�
�
•
.
INDEMNITY CORPORATION
4610 UNIVERSITYAVENUE, SUITE 1400, MADISON, WISCONSIN 53705-0900
PLEASE ADDRESS REPLY TO P.O. BOX 5900, MADISON, WI 53705-0900
PHONE (608) 231-4450 • FAX (608) 231-2029
� POWER OF ATTORNEY No: �� 1. S 3 6
Know ail men by these Presents, That the CAPITOL INDEMNITY CORPORATION, a
�CO'I`pOPat1011 G '���, �E � :_i'�+, f:) t ��il, �1���� .iy ����� �„iC�C,lF�dl ��i�i � ; �i�lt r'��)� J' 11/�cl�'i:�U�l. �iIS�'ii_�� � riOPS ITiBi(@, COI'1StI�Ut@
" ancl appoini ,
-------------- STACI J. GROSS, LAURA A. ESPII�iOZA, STEVE DEAL OR DONAL BOLEY ------------------
� its tr�ue and lawful Attorney(s)-in-fact, to make, executE, seaf and deliv�r i ��i �drrf �r�� its behalf, as surety, and as its act and ��
deed, any and all bonds, undertakings and contracts of suretyship, prr��.��c���;� ,'r�at no bond or undertaking or contract of
suretyship ex�cuted urcl�r this autharity shall exceed in amount the sum ui
� ------------------------------------------------ NOT TO EXCEED $4,000,000.00 --------------------------------------------------
��Thi� Power ofi �t[orney is gra��it�d ar�d i:�, ���o�.e�' ti���a sf � ���c? i�a� ���,�.�sirr�ile ��nc��r and by the authority of the fpllowing
Resolution,adopted k�y the Board af C)irectors of ��F'I"r�L l�If�E�Ui�lf'➢`� G�FiP�RATION at a meeting duly called anci held
on the 5th day of May 1960: , ,
"RESOLVED, that Xhe President, and Vice-President; the Secretary or Treasurer, acting individually or otherwise; be and th�y hereby are granted the power
and authorization to appoint by a Power of Attarney for the purposes only of executing and attesting bonds and undertakings, and other writings obligatory in the
nature thereof, one or more Yesident vice-presidents, assistant secretaries and attorney(s)-in-fact, each appointee to have the powers and duties usual to such
offices to the business of this company; the signature of such officers and seal of the Company may be affixed to any such power of attorney or to any certificate
relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the
Company, and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with
respect to any horid or undertaking or other writing obligatoiy in the nature thereof to which it is attached. Any such appointment may be revoked, for cause, or
without cause, by any of said officers; at any time."
IN WITNESS WHEREOF, tlie CAPITOL INDEMNITY CORPORATION has caused these preser�ts to be signed by
its offic�r undersigned and its corporate seal to be'hereto affixed duly attested �y its Secretary, ttiis `1st day of June, 1999.
CAPITOL INDEMNITY CORPORATION
� Attest: - _
-� . II������� . . . � . .. '� �• ��������QAN�NII1111/(/b���� ';., I ' """� _�. �'^""! . ��i ii il � :;i �iP �� �' I�� �•
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� .. . � ' VlYgllllle iN. SChU�t2, S2Cf2tdty ..� ,,.,',. �� CO S�FILATE q�. ,,_' Cicor�:� �.. Fai't; T�rc,ldCnt'. 1� .���i� �� I�� �����.� -���
j', � � � o' � � II i � �I � � i
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CO NT�Y O �bAO� SIN � �� `� iii',� ��i� ��.. �� �rii � + �� � �r �� � ���,� i , � �� � � �,�,� � � < .
� � ' ��, '•, �, �� •�`� � � �� � � �� � � ';
�,�,. ij�� sr,r�Ns �0� iii ���� � i i' ,� i�llil il �' ' � � s� �.
i i'iip 'i� �,. // 11111111111�� ��i il iil�l il9�l i� �. � �
On the 1 st day of June, A.D., 1999, ,before me p�rsonally came George /� Fait, tp me known; who being by me duly
`� CAPITOL INDEMNITY CORPORATFON, the cr�rporation described in and which executed the at he is the President of
sworn, did depose and say: that he resides in the County of Dane, State of Wisconsin; t
s the seal of the said cor oration� that the seal affixetf to said instrument is such cor orat above instrument; that he
� know p , p e seal; that it was so affixed
by order of the Board of Directors of said corporation and that he signed his name thereta by like order. -
`, STATE OF WISCONSIN \\\�������tiuu�iurniie����� L.T, C�Ci�� '�
�\ OF WI5 , �//
\ P . S� � �„/��
�� � : ` 5 � � y = ,
COUNTY OF [7ANE � `��`�� �� � �� ��* �AF E � *_ � � ,1ane F. Endres � � �
,. 1 �
� lENDRES\ �
- � ��� _ :
�, , y, � Notary Public, Dane Co., WL
o�` M Commission Ex ires March 23, 2003 �
i i I �,��: . ��� _,
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,� .�, �,��� _ � � ,, , � � �:�����
CEI�TIFICATE
� CORPORATION�arWiscons�`�nUCo p�ratiant a thor'�ed to mak� th si�ertifi � e,t DC��HEREBY�C�F�TiFY that the foregoTY
APITOL INDEMNI
F ing
attached Power of Attorney remains in full farce and has not been revoked; and furthermore that the Resolution of the
Board of Directors, set forth in the Power of Attamey is now in force.
� Signed �nc� sealed at,the City of Madison: Dated the day of .. ; `
����uuWatuiiii � ' i� �p � �',il'
\�\�1 �N,Ni I y � ///���i , . . :. �
� ' � \\ �- (i�I/ I II �`�1 �
. . � � � I I I � �I �I
i ��I I i ii���l�i�� '.�tl ��� :S� ill���� �� lil ���� ,��i��li� �I���q� .11�i� . . �o . ..�.a� .. ..., . . �, .�... . � ���u \ .I�i�i
� � � �, a , , ` I� �il' � a .i, q � � � i '� �,�I � i ,� ��° _ � CORPORATE � � � Raui .�. Sr�i � � r, Treasurer � � ,��� u � � � �
�` � �,�i�� ���i �� �i,' �� r I�I i I . il�� i i i i i II� � i ��II��� . �cy SEI�L�� z �� . '. �A
�� � .
,: �_ ��� ������.� �. �.�: i I �. . ��.
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//�������/////IIIIIIIIU\0�\\`\`� �
� This power is valid oniy if the power of attorney number printed in the upper right hand corner apears in red. Photocopies, carbon copies
w�her, reproductions are not binding on the com(�any. Inquiries concerning this power of attorney may be directed ta the Bond Manager at the
e bffice of the Caaitol fndemnitv Cornoration.
'
�
CITY OF FORT WORTH, TEXAS
CONTRACT
THE STATE OF TEXAS
KNOW ALL MEN BY THESE PRESENTS
COUNTY OF TARRANT
' JAN Q 4 2000
That this agreement, made and entered into this day of . A.D. 19 by and between the
CITY OF FORT WORTH, a municipal corporation of Tarran[ County, Texas, organized and existing under and by
lii,. virtue of a special charter adopted by the qualified voters within said City of the 11`� day of December, A.D. 1924,
under the authority of the Constitution of Texas, and in accordance with a resolution duly passed at a regular
' meeting of the City Council of said City of Fort Worth being hereafter termed Owner, and CREATIVE 4
CONSTRUCTION AND MANAGEMENT COMPANY, INC.hereinafter called Contractor.
�
�
1.
That for and in consideration of the payments and agreemeqts hereinafter mentioned to be made and
performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said
Contractor hereby aarees with the said Owner to commence and complete the construction of certain improvements
dcscribed as follows:
PLAYGROUND RENOVATIONS AT NINE PARK SITES,
2.
That the work herein contemplated shall consist of furnishing all labor, tools, appliances and materials
� necessary for the construction and completion of said project in accordance with the Plans and Speciiications
heretofore prepared by the Parks and Community Services Depart of the City of Fort Worth and adopted by [he City
Council of said City, as an independent contractor, and which plans and specifications are incorporated herein by
reference.
i.�
The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement
thereof and to fully complete and finish the same ready for the inspection and approval of the Depazt of Engineering
Director of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 240 workin�
d1yS from the time of commencing said work; that said Contractor shall be entitled to an extension of said time for
doing said work for such time as he may necessarily lose or be delayed by unavoidable accidents caused by
unforeseen matters over which said Contractor has no control, such as inclemency in the weather, acts of
Providence, labor strikes and delivery of materials, in all of which cases the negligence or carelessness of the
Contractor is not contributing to such delay.
5.
�'! Should the Contractor fail to begin the work herein provided for within the time herein iixed or to carry on
and complete the same according to the true meaning of the intent and terms of said specifications, then the City
shall have the right to take charge of and complete the work in such a manner as it may deem proper, and if, in the
, completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and
speciiications made a part hereof, the Contractor shall pay said City on demand in writing, setting forth and
�
specifying an itemized statement of the total cost thereof, said excess cost.
, 6.
CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to,
and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants and employees from and
� against any and all claims or suits for property damage or loss and/or personal injury, including death, to any and all
persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or
�
�
indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees,
D contractors, subcontractors, licensees or invitees, whether or not caused in whole or in part, by alleged negligence on
the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the Owner;
and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers,
agents, servants and employees for property damage or loss, and/or personal injuries, including death, to any and all
a persons of whatsoever kind or character, whether real or asserted, azising out of or in connection with, directly or
indirectly, the work and services to be performed hereunder by Contractor, its officers, agents employees,
contractors, subcontractors, licensees and invitees, whether or not caused, in whole or in part, by alleged negligence
� of officers, agents, servants, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor
likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and
all injuries, loss or damages to property of the Owner during the performance of any of the terms and conditions of
this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged
� acts or omissions of officers, agents, servants, employees, contractors, subcon[ractors, licensees, or invitees of the
O wner.
a In the event a written claim for damages against the Contractor or its subcontractors remains unsettled at
the time 111 work on the project has been completed to the satisfaction of the Director of the Department of
Engineering, as evidenced by a final inspection, iinal payment to the Contractor shall not be recommended by the
Director of the Department of Engineering for a period of 30 days after the date of such final inspection, unless the
� Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has
been obtained from the claimant involved.
o Although the claim concerned remains unsettled at the expiration of the above 30 day period, the
Contractor may be deemed to be entitled to a semi-iinal payment for work completed, such semi-final payment to be
in an amount equal to the total dollar amount thert due less the dollar value of any written claims pending against the
Contractor arising out of the performance of sucti work, and such semi-final payment may then be recommended by
� the Director.
The Director shall not recommended final payment to a Contractor against whom such a claim for damages
n is outstanding for a period of six month follovang the date of the acceptance of the work performed unless the
�; Contractor submits evidence in writing satisfacto ry to the Director that:
1. The claim has been settled and a re'�ease has been obtained from the claimant involved; or
a2. Good faith effor[s have been made ro settle such outstanding claims, and such good faith efforts have
failed.
� If condition 1 above is met at any time within the six month period, the Director shall recommend that the
final payment to the Contractor be made. If co��dition 2 above is met at any time within the six month period, the
Director may recommend that the final payme�it to the Contractor be made. At the expiration of the six month
Q period, the Director may recommend that fnal F ayment be made if all other work has been performed and all other
obligations of the Contractor have been met to t1-e satisfaction of the Director.
� The Director may, if he deems it appropriate, refuse to accept bid on other Department of Engineering
contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed
under a City Contract.
C�'
C'
�I
7.
The Contractor agrees, on the execut6.on of the Contract, and before beginning work , to make, execute
and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and
stipulations of the contract, including the exhibil attached hereto and made a pazt hereof and such bonds shall be 100
percent of the total contract price, and the said surety shall be a surety company duly and legally authorized to do
business in the State of Texas, and acceptable to the City Council of the City of Fort Worth.
8.
�I'
�
��
r
i.�
�
P�
�
�
f"�
Said City agrees and hinds irself to pay, and the said Contractor agrees to receive, for all the aforesaid
work, and for all additions thereto or deductions therefrom, the price shown on the proposal submitted by the
successfvl bidder hereto attached and made a part hereof.
9.
It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or
nssigned to anyone else by said Contracior without the written consent of the Department of Engineering Director of
said City of Fort Worth.
10.
The Contractor agrees to pay at least minimum wage per hour for all labor as the same is classified,
promulgated and set out by the City of Fort Worth, Tezas, a copy of which is attached hereto and made a part hereof
thc samc as if it were copicd verbatim herein.
11.
It is mutua[ly agreed and understood that this agreement is made and entered into by [he parties hereto with
reference to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with
reference to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the
provisions of the same.
IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in triplicate in its
name and on its behalf by the City Manager and attested by its Secretary, with the coiporate seal of the City of Fort
Worth attached. The Contractor has executed this instrument through its duly authorized officers in 6 counterparts
with it corporate seal attached. ��N o 4 ZQQ�
Done in Fort Worth, Texas, this the
RECOMMENDED BY
day of . A.D. 19
APPROVED B •
' � '
P�RKS AND CO SERVICES
� DIRECTOR
A
� �
SECRETARY
� �-�--�
. �OF
� DEP�,A� 7�v ENT OF GINEE G
� DIRECTOR
C� F RT �,VO �
� BY: ���i�%�`"o`
�,�- CITY MANA�R
�
Creative 4 Construction & Management Co., Inc.
corrrxAcro���i
$y. �� .
President
TITI.E
�
3320 Main St. Vernon, Texas 76384
ADDRESS
�,,,� November 296(?
Revised November 1982
, Revised May 1986
Revised October 1989
�..
SEAL
APP OVED �RM AND LEGALITY
CITY ATTORNEY
� � — / '� .� % �
Contract Authorization
�— "� —�
Date
�
��F'�°Wc.''^'=_e
City of Fort Worth, Texas
�1�Ayar And Caunc�l Ca�n�nun�cAt�on
DATE REFERENCE NUMBER LOG NAME PAGE
1/4/00 C-17813 80PLAY 1 of 3
SUBJECT AWARD OF CONTRACT TO CREATIVE 4 CONSTRUCTION AND MANAGEMENT
COMPANY, INC. FOR THE CONSTRUCTION OF PLAYGROUND RENOVATIONS AT
NINE PARK SITES
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contact with Creative 4
Construction and Management Company, Inc. in the amount of $273,395.90 for construction of
playground renovations at nine park sites.
DISCUSSION:
The 1998 Capital Improvement Program allocated $863,576.00 for playground renovation at twenty
park sites identified in the 1995 Parks and Community Services Department (PACSD) Play Area
Renovation Plan. Of this amount, $386,080.00 had been allocated for playground renovation at nine
park sites in the PACSD Southwest Region. These sites are: Candleridge, Fire Station, Forest/Tillery,
Highland Hills, Overton, Southwest, Westcreek, Worth Heights, and Wright Tarleton parks.
On February 2, 1999 (M&C C-17255), the City Council approved the award of a contract for design
services to Kellogg Landscape Architecture in the amount of $64,320.00 for the design of playground
renovations at all nine sites.
This project was advertised for bid on August 19 and 26, 1999. On September 16, 1999, the following
bids were received:
Bidders
Northstar Construction
Creative 4 Construction and Manaqement
Company, Inc.
Eagleton Construction
Botanical Tech.
Corporate Construction
AUI
Pittman Construction
I:�a:IC
$222,563.70
$248,095.90
$258,679.00
$284,487.75
$350,630.72
$365,344.00
$919,572.45
Add Alternates
$28,616.00
$38,740.00
$32,500.00
$39,650.00
$44,134.90
$48,220.00
$31,232.00
Total (Base + Alt�
$251,179.70
$286, 835.90
$291,179.00
$324,137.75
$394,765.32
$413, 564.00
$950,802.45
The base bid includes demolition and replacement of deteriorating or hazardous equipment, and the
installation of concrete flatwork and accessible safety surfacing. The add alternates provide for the
installation of age appropriate signage for all the park areas (add alternate No. 2 for each unit) and
other site specific equipment modifications or additions (add alternate Nos. 3-6).
The apparent low bidder, Northstar Construction, Inc., is not recommended because they failed to
comply with the M/WBE Ordinance. It is recommended that the base bid and selected add alternates
listed below totaling $273,395.90, as submitted by Creative 4 Construction and Management Company,
Inc., be approved for award of the contract. The contract time is sixty working days.
� ',�
City of Fort Worth, Tiexas
�1►�A�ae� And Coue��ll �01�11�:u1��fcA#latt
DATE REFERENCE NUMBER LOG NAME
� /�ioo � C-17813
80PLAY
PAGE
2of3
�su��ECT � AWARD OF CONTRACT TO �REATIVE .4 GONSTRU�TION AND � MANAGEMENT
COMPANY, INC. F`OR THE CONSTRUCTION OF PLAYGROUND RENOVATIONS AT
, NINE PARK SITES ,
Unit One
Unit Two
Unit Three
'Unif Four
Unit Five
Unit Six
Unit Sev2en
Unit Eight
Unit Nine
Candleridge Park
Fire Station Park
Forest/Tillery Park
Highland Hills Park
Overton Park
Southwest Park
Westcreek Park
Worth Heights Park
Wright Tarleton Park
Base bid + add alternates 2, 3, and. 4
Base bid + add alternates 2, 3, and 4
Base bid + add alternates 2 and 3
Base bid�+ add,alternate 2
Base bid + add alternates 2 and 3
Base bid + add alternates 2 and 3
Base bid + add alternate 2
Base bid + add alterr�ate 2
Base bid + add alternate 2
Greative 4 Construction and Management Company, Inc. "is in compliance with the City's M/WBE
ordinance by committing to 23% M/WBE participation on the base bid. The City's goal for this project is
18%.
This project budg�t is as follows:
Construction Contract
Gontingencies:
��"`'" DOE Inspection (7%)
PACSD Administration (4%)
Change�Orders (5°/a)
Total Construction Budget
$273,395.90
19,138.00
10,936.00
13;670.00
$317,139.90
The annual operating impac't on the General Fund budget beginning Fiscal Year 2000-2001 will amount to:
Candleridge Park
Fire Station �Park
Forest/Tillery Park
Highland Hills Park
Overton Pa�k
Southwest Park
Westcreek Park
Worth Heigfits Park
Wright Tarleton Park
Total Impact
no impact
no impact
$ 900
$ 900
$ 800
$ 750
$ 750
$ 700
625
$5,425
These increases in the General Fund are the result of maintaining the wood fiber playground surfacing.
• � � �.
City of Fort Worth, Texas
�1►�A�ar �nd C,�unc�! ��a�n�nun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
1/4/00 C-17$~13 •° 80PLAY 3 of 3
SUBJECT AWARD OF CONTRACT TO CREATIVE 4 CONSTRUCTION AND MANAGEMENT
COMPANY, INC. FOR THE CON�TRUCTION OF PLAYGROUND RENOVATIONS AT
NINE PARK SITES
These nine parks are located in COUNCIL DISTRICTS 6, 7, 8, and 9.
FISCAL INFORMATION/CERTIFICATION: w
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Parks and Community Services Improvement Fund.
LW:k
�
Submitted for City Manager's
Office by:
Libby Watson
Originating Department Head:
Richard Zavala
Additional Information Contact:
� FUND � ACCOUNT � CENTER � AMOUNT
� (to) �
�
6M183 �
5704
I (from)
C181
C181
� C181
i �,8�
� C181
� C181
� C181
� C181
I C181
541200
541200
541200°
541200
541200
541200s
�541200��
541200
541200
080181048150
080181048190
080181048200
080181048230
08018104827Q
080181048300
080181048320
080181048330
080181048340
$18,553.00
$16,760.00
$29,668.20
$31,258.70
$25,790.00
$43,530.00
$49,987.00
$26,005.00
$31,844.00
Richard Zavala 5704
CITY SECRETARY
A�PROVED
CiTY COUI��I�.
JAN 4 2000
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Citq Secr�taip at t��
Citp of Fort �Jortt�, T�ax�e�