HomeMy WebLinkAboutContract 25756 r
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CITY SECRETARY
SPECIFICATIONS
D.O.E. FILE AND CITY SECRETARY
CONTRACT DOCUMENTS CONTRACT NO �.��,
CONTRACTOR'S BONDING CO. FOR —�
CONSTRUCTION'S COPY
CLIENT DEPARTMNLLING HILLS SOCCER COMPLEX
City of Fort Worth, Texas
PROJECT NAME: ROLLING HILLS SOCCER COMPLEX
PROJECT NUMBER: C181/541200/080IW42020
PROJECT NUMBER: GG01/541200/0808080
D.O.E. NO. 2857
IN
THE CITY OF FORT WORTH, TEXAS
KENNETH L. BARR BOB TERREI.L
MAYOR CITY MANAGER
RICHARD ZAVALA, DIRECTOR
PARKS AND COMMUNITY SERVICES
PARKS AND COMMUNITY SERVICES DEPARTMENT
r PLANNING AND RESOURCE MANAGEMENT DIVISION
FUNDING OF PROJECT BY:
CITY OF FORT WORTH
DESIGN PERFORMED BY:
THE LANDSCAPE ALLIANCE C"W2PERU
7320 RIVIERA DRIVE -0 _
FORT WORTH, TEXAS 76180 0 t Y �
(817)577-8909 Fax (817)577-8909
City of Fort Worth, Texas
Mayor and Council
Communication
DATE REFERENCE NUMBER LOG NAME PAGE
3/28/00 **C-17962 80RANDALL 1 of 4
SUBJECT AWARD OF CONTRACT TO RANDALL & BLAKE, INC. FOR IMPROVEMENTS TO
THE ROLLING HILLS SOCCER COMPLEX
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with Randall
& Blake, Inc. in the amount of $937,685.42 for improvements to the Rolling Hills Soccer Complex.
DISCUSSION:
The 1998 Capital Improvement Program (CIP) allocated $900,000.00 for the master plan design and
phase one development of a multi-field soccer complex at Rolling Hills Park.
On February 3, 1999 (M&C C-17256), the City Council approved an award of contract to The Landscape
Alliance in the amount of $95,000.00 for the master plan design and preparation of phase one
construction documents.
On March 2, 1999 (I.R. 8176), the City Council was briefed on a "Soccer Field Management and
Development Plan" that would reduce the city-wide deficiency of soccer fields. A key component in the
plan was the development of additional fields at Rolling Hills Park.
On May 10, 1999, the consultant contract was amended in the amount of $4,050.00 for additional
irrigation and electrical work.
In the Fiscal Year 1999/2000 General Fund budget, an appropriation of $64,030.00 was made for
capital improvements to the Rolling Hills Soccer Complex. On December 7, 1999 (M&C G-12750),
Community Development Block Grant (CDBG) funds in the amount of $160,470.00 was appropriated
for soccer field improvements, therefore, the amount of funds allocated for design and construction of
this project total $1,124,500.00.
The project was advertised for bid on December 16 and 23, 1999. On January 13, 2000, the following
bids were received:
BIDDERS: Randall & Botanical, Joe R. Jones Creative 4
Blake, Technologies, Construction, PI Construction, Construction,
Inc. Inc. Inc. Inc. Inc.
Base Bid $722,021.47 $946,618.57 $858,464.00 $962,421.98 $1,181,660.00
City of Fort Worth, Texas
Mayor and Council
Communication
DATE REFERENCE NUMBER LOG NAME PAGE
3/28/00 **C-17962 80RANDALL 2 of 4
SUBJECT AWARD OF CONTRACT TO RANDALL & BLAKE, INC. FOR IMPROVEMENTS TO
THE ROLLING HILLS SOCCER COMPLEX
Bid Alternates
BIDDERS: Randall & Botanical Joe R. Jones Creative 4
Blake, Technologies, Construction, PI Construction, Construction,
Inc. Inc. Inc. Inc. Inc.
BA-5a $ 22,934.00 $ 47,184.05 $ 73,466.00 $ 50,232.00 $ 60,000.00
BA-6a $ 22,934.00 $ 46,283.17 $ 66,345.00 $ 50,232.00 $ 60,000.00
BA-7a $ 26,292.00 $ 50,605.41 $ 69,979.00 $ 50,232.00 $ 60,000.00
BA-8a $ 22,934.00 $ 41,798.65 $ 65,954.00 $ 50,232.00 $ 60,000.00
BA-9a $ 26,292.00 $ 74,263.81 $ 78,735.00 $ 50,232.00 $ 60,000.00
BA-10a $ 11,431.47 $ 8,683.60 $ 7,201.00 $ 8,758.00 $ 10,450.00
BA-10b $ 6,810.65 $ 5,379.00 $ 5,448.00 $ 6,288.00 $ 4,000.00
BA-11a $ 11,431.49 $ 8,683.60 $ 7,201.00 $ 8,758.00 $ 10,450.00
BA-11b $ 6,810.65 $ 5,379.00 $ 5,448.00 $ 6,288.00 $ 4,000.00
BA-12a $ 11,431.49 $ 8,683.60 $ 7,201.00 $ 8,758.00 $ 10,450.00
BA-12b $ 6,810.65 $ 5,379.00 $ 5,448.00 $ 6,288.00 $ 4,000.00
BA-13a $ 11,431.49 $ 8,683.60 $ 7,201.00 $ 8,758.00 $ 10,450.00
BA-13b $ 6,810.65 $ 5,379.00 $ 5,448.00 $ 6,288.00 $ 4,000.00
BA-14a $ 11,431.49 $ 8,683.60 $ 7,201.00 $ 8,758.00 $ 10,450.00
BA-14b $ 6,810.65 $ 5,379.00 $ 5,448.00 $ 6,288.00 $ 4,000.00
BA-19 $ 3,067.27 $ 3,910.00 $ 8,720.00 $ 6,560.00 $ 3,000.00
TOTAL $937,685.42 $1,280,976.66 $1,284,908.00 $1,295,371.98 $1,556,910.00
The bid alternatives not recommended for award of contract are:
BA-1 Fencing, $57,860.10
BA-2 Fencing, $ 9,582.70
BA-3 8-foot Concrete Paving, $47,880.00
BA-4 6-foot Concrete Paving, $10,530.00
BA-15a,b,c Lighting Field 7, $114,946.25
BA-16a,b,c Lighting Field 8, $116,203.10
BA-17a,b,c Lighting Field 9, $117,458.71
BA-18a,b,c Lighting Field 10, $118,716.79
i
The base bid work consists of renovation of three existing fields (fields 4, 5 and 6), installation of four fields
including grading, irrigation, turf establishment, concrete accessibility, drainage improvements, and
fighting field 4.
City of Fort Worth, Texas
Mayor and Council
Communication
DATE REFERENCE NUMBER LOG NAME PAGE
3/28/00 **C-17962 I 80RANDALL 3 of 4
SUBJECT AWARD OF CONTRACT TO RANDALL & BLAKE, INC. FOR IMPROVEMENTS TO
THE ROLLING HILLS SOCCER COMPLEX
The recommended bid alternates (BA-5a, BA-6a, BA-7a, BA-8a, and BA-9a) are the installation of five
new fields with the improvements noted above.
Bid alternates BA-10a, BA-10b, BA-11 a, BA-11 b, BA-12a, BA-12b, BA-13a, BA-13b, BA-14a, and BA-
14b are for concrete bleacher slabs and bleachers, for the additional five new fields, and BA-19
includes the installation of a water fountain.
It is recommended that the base bid of $722,021.47, and the recommended bid alternates listed above
in the amount of $215,663.95, submitted by Randall & Blake, Inc. totaling $937,685.42, be approved for
award of contract. Contract time is 100 working days.
Randall & Blake, Inc. is in compliance with the City's M/WBE Ordinance by committing to 24% M/WBE
participation on the base bid amount of $722,021.47. The City's goal on this project is 22%.
The project budget will be as follows:
Construction Contract $ 937,685.42
Construction Phase Contingencies
Department of Engineering Inspection (3.3%) $ 30,943.62
Parks and Community Services Department Administration (0.8%) $ 7,501.48
Change Orders (4.1%) $ 38,445.10
Total Construction Budget $1,014,575.62
Upon completion of the contracted work, the Transportation and Public Works Department will install
lighting systems on one field (No. 7). Additionally, the Parks and Community Services Department will
install the necessary soccer goals and fencing. These improvements will be funded from the remaining
1998 CIP Rolling Hills appropriations and future appropriations from CDBG funds. When completed
there will be 4 premier fields (fenced, irrigated, lighted), 10 game only fields (fenced and irrigated) and 1
scheduled irrigated field. Additionally, there will be 3 practice fields. The net increase in fields will be 9
which is in accordance with the City Council endorsed "Soccer Field Management and Development
Plan".
The annual impact on the General Fund budget beginning FY 2000-01 for the nine new fields will
amount to $215,000.00 as outlined in the Soccer Field Management and Development Plan.
City o,f Fort Worth, Texas
Mayor and Council
Communication
DATE REFERENCE NUMBER LOG NAME PAGE
3/28/00 **C-17962 80RANDALL 4 of 4
SUBJECT AWARD OF CONTRACT TO RANDALL & BLAKE, INC. FOR IMPROVEMENTS TO
THE ROLLING HILLS SOCCER COMPLEX
The Rolling Hills Soccer Complex is located in COUNCIL DISTRICT 8.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current operating budgets, as appropriated,
of the Parks and Community Services Improvement Fund, the General Fund and the Grants Fund.
LW:k
I
Submitted for City Manager's FUND I ACCOUNTI CENTER I AMOUNT CITY SECRETARY
Office by: (to)
Libby Watson 6183
Originating Department Head:
Richard Zavala 5704 (from) Approved 3/28/00
GR76 541200 080206127780 $160,470.00
Additional Information Contact: GG01 541200 0808080 $ 6030.00
C181 541200 080181042020 $713,185.42
Richard Zavala 5704
CITY OF FORT WORTH
PARKS AND CON24UNITY SERVICES DEPARTMENT
PLANNING AND RESOURCE MANAGEMENT DIVISION
ADDENDUM NO. 1
TO THE CONTRACT DOCUMENTS
FOR THE
ROLLING HILLS SOCCER COMPLEX
PROJECT NO. C181/541200/080181042020
PROJECT NO. GG01/541200/0808080
Bid Opening Date: Thursday, January 13, 2000
The Contract Documents for the above referenced project are hereby revised and amended as follows:
ITEM 1 - GENERAL
Include Table of Contents as attached.
ITEM 2 - PROPOSAL-BID ALTERNATES
Add Bid Alternate BA-19 and replace Page 9 with attached. This Alternate includes the installation of
one MDF 493 SM painted finish drinking fountain in location near irrigation controller northeast of
Field 4 per attached sketch and detail. Contractor shall install 1" CPVC potable service line to fountain
from existing meter with 1" ball valve in valve box near fountain to facilitate seasonal operation.
Contractor shall also install a three cubic foot gravel sump for waste water. Drinking fountain shall be
installed on 5' x 5' x 4" concrete reinforced slab per attached sketch and paving details included within
plans.
ITEM 3 —PLANS
Sheet E1.05
Add the following note:
"Contractor shall provide and install tight enclosure for new circuit breaker panels and contactors.
Enclosure shall be sized for Base Bid panels plus all alternates whether installed at this time or in the
future. Provide and install key switches on the side of enclosure. Contractor shall submit scaled
drawing of enclosure, showing all equipment, for approval prior to fabrication."
ITEM 4 — SPECIFICATIONS
i
Add Specification Section 05500 - Metal Fabrications per attached.
ITEM 5 - SPECIFICATIONS
Delete Specification Section 16500.2.1A2. There are no alternate field fixtures. Approved fixture is
Wid elite per 2.1A.1.
Acknowledge the receipt of this Addendum o our Proposal.
By:
vid Cr&k, Lan scap chitect/ Project Manager
Release Date: January 10, 2000
CAWP6I\DAVIMADDENDU.NO2
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TABLE OF CONTENTS
® 1. NOTICE TO BIDDERS
2. SPECIAL INSTRUCTIONS TO BIDDERS
3. GEOTECHNICAL DATA
4. PROPOSAL
S. CITY OF FORT WORTH M/WBE ENTERPRISE SPECIFICATIONS
*• 6. PREVAILING WAGE RATES
7. WEATHER TABLE
8. VENDOR COMPLIANCE TO STATE LAW
9. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION
10. TECHNICAL SPECIFICATIONS
DIVISION 1 - GENERAL REQUIREMENTS
Section 01010 - Summary of Work
Section 01035 - Contract Time
Section 01150 - Measurement and Payment
Section 01300 - Submittals
Section 01410-Testing
Section 01500- Temporary Facilities and Controls
Section 01640- Substitutions and Product Options
.. Section 01700 - Project Closeout
Section 01800- Contractor's Responsibility for Damage Claims
DIVISION 2— SITE WORK
Section 02100 - Site Preparation
Section 02200 - Earthwork
Section 02580 - Pavement Markings
Section 02810 - Irrigation System
Section 02830 - Chain Link Fencing
Section 02870- Site Furnishings
Section 02930 - Lawns- Hydromulching
Section 02932 - Lawns - Plugging
DIVISION 3— CONCRETE
Section 03200 - Concrete Reinforcement
Section 03300- Cast-in-Place Concrete
Section 03370 - Cast-in-Place Concrete Piers
DIVISIONS - METALS
Section 05500 - Metal Fabrications
DIVISION 16 - ELECTRICAL
Section 16100 - Basic Materials and Methods
Section 16400- Service and Distribution
Section 16500 - Lighting
11. CERTIFICATE OF INSURANCE
12. BIDDER'S STATEMENT OF QUALIFICATIONS
13. PERFORMANCE BOND
14. PAYMENT BOND
15. MAINTENANCE BOND
16. CONTRACT ROLLING HILLS SOCCER COMPLEX
ADDENDUM NO. I - ITEM I
I JANUARY 10, 2000
BA-18b. LS Hardware and Fixtures for Electrical Facilities for
Field 10:
Per Lump Sum:
Dollars
and Cents $ $
BA-18c. 3 EA Light Pole, Base and Footing for Field 1.0.-
Per
0:Per Each:
Dollars
and Cents $ $
BA-19. LS Install one MDF 493 SM drinking fountain per addenda
91.
Per Lump Sum:
Dollars
and Cents $ $
BID SUMMARY
BASE BID TOTAL S
BID ALTERNATES TOTAL $
GRAND TOTAL $
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ROLLING HILLS SOCCER COMPLEX
ADDENDUM NO. I - ITEM 2
- 9 - JANUARY 10, 2000
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ADDENDUM NO. I - ITEM 2
JANUARY 10, 2000
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SECTION 05500- METAL FABRICATIONS
PART 1 - GENERAL
1.01 DESCRIPTION
A. Work Included:
1. Electrical enclosure.
-40 B. Related Work Specified Elsewhere:
1. Item 428, Metal for Structures, and Item 432, Structural Bolting, Standard
Specifications for Construction, City of Fort Worth,Texas.
1.02 QUALITY ASSURANCE
A. Standards and Codes:
1. American Welding Society Standard Code.
1.03 COORDINATION
A. Coordinate with other trades where their work is affected by miscellaneous metals and metal
fabrications.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Miscellaneous Structural Steel: ASTM A-36:
1. Electrical enclosure fabrication shall conform with.existing on site enclosures.
2. Shop paint: Sherwin Williams galvanized iron primer, one(1) coat.
3. Use Boston Oxford Brown enamel by Sterling, two(2) coats.
2.02 FABRICATION-GENERAL
A. Fabricate work true to shape, size and tolerances, as detailed, with straight lines, square
corners or smooth beads; uniformly spaced and in true alignment; free from twists,kinks,
warps, dents or other imperfections.
B. Grind and dress edges and ends of metal smooth, with no sharp edges and with corners
slightly rounded.
C. Perform welding in accordance with AWS D1.1 and drawings. Neatly miter corner
connections and fully weld.
METAL FABRICATIONS
05500-1
ROLLING HILLS SOCCER COMPLEX
ADDENDUM NO. I - ITEM 4
JANUARY 10, 2000
r
D. Grind welds smooth. At sight exposed items, polish to uniform surface or radius.
E. Construct connections and joints exposed to weather to exclude water..
F. Provide sufficient type, quantity and size of anchors for proper fastening of items.
2.03 FABRICATED PRODUCTS
A. Electrical Enclosure (option).
2.04 FINISHES
A. Shop Paint: Apply one (1) coat of specified primer in shop, 2.0 mils minimum dry film
thickness.
B. Enamel Finish: Apply two (2) coats,as specified under 2.01.
PART 3- EXECUTION
3.01 INSPECTION AND PREPARATION
A. Verification and Field Measurement:
1. Field measure related work and openings as required for proper fit.
2. Verify dimensions and take measurements at site before fabrication.
3. Approval of shop drawings shall not relieve supplier of responsibility of proper fit.
3.02 INSTALLATION
A. Install items in accordance with approved drawings and manufacturer's instructions.
B. Install plumb and level, anchored rigid and secure, and in true alignment with related and
adjoining work.
C. Field weld members in accordance with AWS D 1.1. Grind exposed welds smooth. Polish
�. at sight exposed surfaces.
D. Provide anchoring devices and fasteners as required for properly installing items.
E. Upon completion, re-examine work and correct to insure that installation is firm, tight,
anchored, in true alignment with neat fits, without distortions, unsightly fastenings, raw
edges or protrusions.
F. Touch up welded areas with shop paint. Use galvanized touch-up on galvanized items.
END OF SECTION
METAL FABRICATIONS
05500-2
SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
PROJECT: ROLLING HILLS SOCCER COMPLEX
PROJECT NO. C181/541200/080181042020
PROJECT NO. GG01/541200/0808080
DATE: DECEMBER 16, 1999
OWNER: CITY OF FORT WORTH
PARKS AND COMMUNITY SERVICES DEPARTMENT
4200 SOUTH FREEWAY, SUITE 200
FORT WORTH, TEXAS 76115-1499
LANDSCAPE �E OF. TF
ARCHITECT: THE LANDSCAPE ALLIANCE �.�P• • • • '-t'q�
r GARY P. KUTELEK
7320 RIVIERA DRIVE A P KI)TILEK
. .. . . . . . . . . . . . . .
FORT WORTH, TEXAS 7618062
r • �.
(817)577-8909 9Z0�;`�C/STEP�`•o�`�G
C PEAV Gk
SURVEYOR: CARSON-SALCEDO-MCWILLIAMS, INC.
6800 MANHATTAN BOULEVARD, SUITE 400
FORT WORTH, TEXAS 76120
(817)492-9868
ELECTRICAL
o ENGINEER: MATEO CONSULTING ENGINEERS
RICHARD MII,LER, P.E.
210 W. 6T" STREET, SUITE 1200
FORT WORTH, TEXAS 76102
(817)878-2700
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am
NOTICE TO BIDDERS
..
Sealed Proposals for the following:
ROLLING HILLS SOCCER COMPLEX
PROJECT NO. C181/541200/080181042020
PROJECT NO. GG01/541200/0808080
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 p.m., January 13, 2000, 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 fifty($50)dollars 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 (10) days after bids are opened. In the event a bidder
requires more than two sets of construction documents, the deposit for all additional sets shall be
non-refundable. 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. 11923 as amended by 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 (5) city business days after the bid opening date, exclusive of the bid opening date. The bidder
shall submit documentation at the reception area of the Department of Engineering, 2nd 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.
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.
i
}r
Services/materials for this project are as follows:
demolition/site prep clearing/grubbing grading earthwork concrete flatwork
concrete steel rebar irrigation systems chain link fencing
site furnishings painting hydromulch grass sprigging
The City's minimum M/WBE goal on this project is 22% 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
Department at Town Center Shopping Center,4200 South Freeway, Suite 2200,in Conference Room
1, on Wednesday, December 29, 1999, at 10:00 a.m.
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 forty-nine (49) days from the day
bids are opened. The award of contract, if made, will be within forty-nine(49)days 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.
RICHARD ZAVALA, JR., DIRECTOR BOB TERRELL
PARKS AND COMMUNITY SERVICES DEPARTMENT CITY MANAGER
GLORIA PEARSON
CITY SECRETARY
By:
AV161DCREEK, ANDSCAPE ARCHITECT
PARKS A11TD COMMUNITY SERVICES DEPARTMENT
817-871-5745
Thursday, Dec. 16,1999
Thursday, Dec. 23, 1999
Fort Worth, Texas
SPECIAL INSTRUCTIONS TO BIDDERS
1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the Cit of
P PY Y
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 shall 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 treasury 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.
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
Own.;r.
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 approximate 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 awarded 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
- 1 -
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 Accountant 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
r
requirements, see Special Instructions to Bidders - Item 16.
1 1. NON-RESIDENT BLDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes,
the City of Fort Worth will not award this contract to a non-resident bidder unless ne
r 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-
rresident's principal place of business is located.
"Non-resident bidder" means a bidder whose principal place of business is not in
1p this state, but excludes a contractor whose ultimate parent company of majority
owner has its principal place of business in this state.
r "Texas resident bidder" means a bidder whose principal place of business is in this
state, and includes a contractor whose ultimate parent company or majority owner
3
has its principal place of business in this state.
This provision does not apply if this contract involved federal funds.
4 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
rwill automatically disqualify that bidder.
12 MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort
,. Worth Ordinance No. 11923, as amended by Ordinance No. 13471, the City of Fort
Worth has goals for the participation of minority business enterprises and women
SPECIAL INSTRUCTIONS TO BIDDERS
-I-
on
AM c. Amounts paid to the subcontractor/supplier
d. Original signatures from both parties must be included on this letter.
•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 Request for Approval of Change Form to the M/WBE
Office explaining the request for the change or deletion.
ON 2. If the change affects the committed M/WBE 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 approval, 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 Participation Report Form to reflect the total
participation from ALL subcontractors/suppliers utilized on the project.
PON
•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 N inority/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 MYWBE. The misrepresentation of facts (other than a
negligent misrepresentation) and/or 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 b calling 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
SPECIAL INSTRUCTIONS TO BIDDERS
day will be considered as a weather day and added onto the allowable weather days of a
given month.
16. WORKERS CONDENSATION INSURANCE COVERAGE: Contractors compliance
with Workers Compensation shall be as follows:
A. Definitions.-
Certificate
efinitions: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, TWCC-83, 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.
Persons providing services on the project ("subcontractor" in ' 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 foodibeverage
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 401.01 1(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
�. SPECIAL INSTRUCTIONS TO BIDDERS
-7-
(7) contractually require each person with whom it contracts, to perform as required
by paragraphs (l) - (7), with the certificates of coverage to be provided to the
person for whom they are providing services.
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
a•► 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, 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."
END OF SECTION
MM
SPECIAL.INSTRUCTIONS TO BIDDERS
-9-
SOUTHWESTERN LABORATORIES ;=4
North Texas Region Geotechnicai Division
Materials,environmental and geotechnical engineering,nondestructive,metallurgical and analytical serviees
2575 Lone Star Drive • P.O. Box 224227 • Dallas, Texas 75264 • 214/263-1133
t
'E June 23, 198
City of Fort Worth
Parks and Recreation Department
2222 West Rosedale
( . Fort Worth, Texas 76110
.ii
Attention: Ms. Sandra Chipley
s Re: Subsurface Exploration
Proposed Soccer Field Lighting Improvements
p' Rolling Hills Park
R
Fort Worth, Texas
SWL Report No. 87-599
Dear Ms. Chipley:.
At your request, we have completed four (4) test borings
at the above referenced site. These borings were made on
May 27, 1987 at the approximate locations indicated on
the attached Boring Location Diagram. The purpose of
these borings was to determine the subsurface conditions
at the site, evaluate the pertinent engineering
properties of the subsurface materials and provide
geotechnical design parameters for foundation support of
proposed light supports at this site.
A truck mounted rotary drilling rig was used to advance
the borings and to obtain samples for laboratory
evaluation. Samples were examined in our laboratory by a
geotechnical engineer. Selected samples were subjected
to standard tests under the supervision of this
s engineer. The results of our testing program are
presented on the attached Summary of Tests.
The surficial soils encountered at this site are
reasonably similar. Detailed descriptions of the various
strata, their depths and thicknesses are given on the
r[
HOUSTON • CALLAS • AUSTIN • BEAUMONT • CONROE • GALVESTON COUNTY • RIO GRANOE VALLEY • ALEXANORIA
SAN ANTONIO 0 FORT WORTH 9 LEESVILLE • MIOLANO • MONROE 0 SHREVEPORT 9 TEXARKANA • SHERMAN
SOUTHWESTERN LABORATORIES .=q
North Texas Region Geotechnical Division p
Materials,environmental and geotechnual engineering,nondestructive,metallurgical and analytical services
2575 Lone Star Drive • P.O. Box 224227 • Dallas, Texas 75264 • 214/263-1133
June 23, 198
City of Fort Worth
Parks and Recreation Department
2222 West Rosedale
Fort Worth, Texas 76110
Attention: Ms. Sandra Chipley g
Re: Subsurface Exploration
Proposed Soccer Field Lighting Improvements
Rolling Hills Park
Fort Worth, Texas
SWL Report No. 87-599
Dear Ms. Chipley:
At your request, we have completed four (4) test borings
at the above referenced site. These borings were made on
May 27, 1987 at the approximate locations indicated on
the attached Boring Location Diagram. The purpose of
these borings was to determine the subsurface conditions
at the site, evaluate the pertinent engineering
properties of the subsurface materials and provide
geotechnical design parameters for foundation support of
proposed light supports at this site.
A truck mounted rotary drilling rig was used to advance
the borings and to obtain samples for laboratory
evaluation. Samples were examined in our laboratory by a
geotechnical engineer. Selected samples were subjected
to standard tests under the supervision of this
engineer. The results of our testing program are
presented on the attached Summary of Tests.
The surficial soils encountered at this site are
reasonably similar. Detailed descriptions of the various
strata, their depths and thicknesses are given on the
HOUSTON • GALLAS • AUSTIN + BEAUMONT• CONROE • GALVESTON COUNTY • RIO GRANGE VALLEY • ALEXANDRIA
SAN ANTONIO • PORT WORTH • LEESVILLE • MIOLANO 9 MONROE 0 SHREVEPORT • TEXARKANA 0 SHERMAN
SOUTHWESTERN LABORATORIES
City of Fort Worth
Ms. Sandra Chipley
Page 3
June 23, 1987
Allowable values of 35,000 pounds per square foot in end
bearing and 5,000 pounds per square foot in skin friction
are recommended for shafts penetrating the bearing
stratum a minimum of two (2) feet. Skin friction should
only be considered for that portion of the shaft embedded
in the gray limestone below any temporary casing and
after a minimum penetration of one (1) foot.
The shafts could experience tensile loads as a result of
post construction heave in the clay soils and must
contain sufficient vertical reinforcing steel to resist
these forces. The magnitude of the loads is rather
indeterminate and will vary with the in-situ moisture
levels at the time of construction. They can be approx-
imated at this site by assuming a uniform uplift of 1,200
pounds per square foot over the shaft perimeter for a
depth of nine (9) feet. These uplift loads can be
resisted by using an uplift skin friction of 2,500 pounds
per square foot for portions of the shaft embedded in the
gray limestones below any temporary casing and a minimum
penetration of one (1) foot.
In evaluating the resistance of the shafts to lateral
loads, we recommend use of a uniform passive resistance
of 9, 000 pounds per square foot across the cross
sectional area of the shaft, for portions of the shaft
situated in the gray limestone stratum. The clay soils
and tan limestones above the gray limestone stratum will
offer some resistance to lateral pressure, We recommend
use of a uniform passive pressure of 1,500 per square
foot, for portions of these shafts situated in the clays
and tan limestones, below a minimum depth of eight (8)
feet below the ground surface.
Based on the groundwater conditions encountered, we
anticipate the need for temporary casing for proper
installation of the shafts. This casing should be seated
in the gray limestone with all water and most loose
material removed prior to extending the shafts. Care
should then be taken that a sufficient head of plastic
concrete is maintained within the casing during
extraction. Complete installation of individual shafts
should be accomplished in one (1) day's operation.
SOLJTHWESTERN LABORATORIES
City of Fort Worth
Ms. Sandra Chipley
Page 3
June 23, 1987 -
Allowable values of 35,000 pounds per square foot in end
bearing and 5,000 pounds per square foot in skin friction
are recommended for shafts penetrating the bearing
stratum a minimum of two (2) feet. Skin friction should
only be considered for that portion of the shaft embedded
in the gray limestone below any temporary casing and
after a minimum penetration of one (1) foot.
r-
The shafts could experience tensile loads as a result of
post construction heave in the clay soils and must
contain sufficient vertical reinforcing steel to resist
these forces. The magnitude of the loads is rather _
indeterminate and will vary with the in-situ moisture
levels at the time of construction. They can be approx-
imated at this site by assuming a uniform uplift of 1,200
pounds per square foot over the shaft perimeter for a
depth of nine (9) feet. These uplift loads can be
resisted by using an uplift skin friction of 2,500 pounds
per square foot for portions of the shaft embedded in the
gray limestones below any temporary casing and a minimum
penetration of one (1) foot.
In evaluating the resistance of the shafts to lateral
loads, we recommend use of a uniform passive resistance
of 9, 000 pounds per square foot across the cross
sectional area of the shaft, for portions of the shaft
situated in the gray limestone stratum. The clay soils
and tan limestones above the gray limestone stratum will
offer some resistance to lateral pressure, We recommend
use of a uniform passive pressure of 1,500 per square
foot, for portions of these shafts situated in the clays
and tan limestones, below a minimum depth of eight (8)
feet below the ground surface.
Based on the groundwater conditions encountered, we
anticipate the need for temporary casing for proper
installation of the shafts. This casing should be seated
in the gray limestone with all water and most loose
material removed prior to extending the shafts. Care
should then be taken that a sufficient head of plastic
concrete is maintained within the casing during
extraction. Complete installation of individual shafts
should be accomplished in one (1) day's operation.
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SwL Report No. 87-599 LOG OF BORING
PROJECT: Proposed Soccer Field Lighting Improvements BORING NO. : 1
CLIENT: City of Fort Worth LOCATION : Fort Worth, Tx.
DATE. 5/27/87 TYPE: Core CASED T0: GROUND ELEVATION :
zLEGEND: WATER INFORMATION
QOM
c,+ �-" Z SAMPLE
w a z 3 W X STANDARD PENETRATION Seepage at 8 dry at Completion
CL wCL
� co < <2O z V WATER
(na.aM DESCRIPTION OF STRATUM
Dark brown clay w/limy pebbles
5 Tan silty clay (limy) & tan limestone layers &
limy pebbles
100/3/
Io
Tan limestone w/clay layers
15 Gray limestone
-w/shale seams below 16'
L
20
t Boring terminated at 18'
E�E
*THD - Cone Penetrometer Test
f.
25-
-30-
35-
40-
45
530354045
50
SOUTHWESTERN LABORATORIES
SwL Report No. 87-599 LOG OF BORING
PROJECT: Proposed Soccer Field Lighting Improvements BORING NO. . 1
CLIENT : City of Fort Worth LOCATION : Fort Worth, Tx.
DATE: 5/27/87 TYPE: Core CASED TO: GROUND ELEVATION :
Z LEGEND: WATER INFORMATION
w w �F-"- SAMPLE
=w m a o Cr LO a X STANDARD PENETRATION Seepage at 8' ; dry at completion
►-w
w w <z 3o z V WATER
CL m = DESCRIPTION OF STRATUM
Dark brown clay w/limy pebbles T
5 Tan silty clay (limy) & tan limestone layers &
limy pebbles
100/3/
10
Tan limestone w/clay layers
r
15 Gray limestone
-w/shale seams below 16 ' _
i 20
t
Boring terminated at 18'
1�.
'THD - Cone Penetrometer Test
25 r
i
—30-
-35-
-40-
r -45—
_50--1 40
45
50
SOUTHWESTERN LABORATORIES
C
C
pp—
t
SwL Report No. 87-599 LOG OF BORING
PROJECT: proposed Soccer Field Lighting Improvements BORING NO. : 3
' CLIENT: City of Fort Worth LOCATION : Fort Worth, Tx.
DATE: 5/27/87 TYPE: Core CASED TO: GROUND ELEVATION:
z LEGEND: WATER INFORMATION
oo�
W SAMPLE Seepage at 91 ; water at 6' at
=w m a oEr Cl) a X STANDARD PENETRATION completion; water at 3' in 1 hr.
F-w g z F- 3
CL
LL N <z of Z
`' V WATER
N ' m c DESCRIPTION OF STRATUM
a =
Dark brown clay w/limy pebbles
Brownish gray clay w/limy pebbles
5
Tan & gray clay w/limy pebbles
[ Tan silty clay (limy) w/limy pebbles
—IO
• Tan limestone w/clay layers
K
15
Gray limestone w/shale seams
20 100/z
Boring terminated at 20'
—25-
"'THD - Cone Penetrometer Test
30
H40
4$
i
` 50
SOUTHWESTERN LABORATORIES
SwL Report No. 87-599 LOG OF BORING
PROJECT: Proposed Soccer Field Lighting Improvements BORING NO. : 3
CLIENT: City of Fort Worth LOCATION : Fort Worth, Tx.
DATE: 5/27/87 TYPE: Core CASED T0: GROUND ELEVATION :
z LEGEND: WATER INFORMATION
a w m _
o w SAMPLE Seepage at 9' ; water at 6' at
=w m as o Cr a X STANDARD PENETRATION completion; water at 3' in 1 hr.
{' o vri w Oz WATER
Z J
w a
a = DESCRIPTION OF STRATUM
xDark brown clay w/limy pebbles
TR- Brownish gray clay w/limy pebbles
5
Tan & gray clay w/limy pebbles
Tan silty clay (limy) w/limy pebbles r
10 Tan limestone w/clay layers
IS
Gray limestone w/shale seams
100
1
F2O
�i
y Boring terminated at 20' `
25 *THD - Cone Penetrometer Test
-30-
35-
40-
45
035 4045
50
SOUTHWESTERN LABORATORIES
ATTACHMENT 1A
�.
City of Fort Worth Page 1 of 2
Minority and Women Business Enterpri ,S�p�cifications
w MBE/WBE UTILIZATIOIt
N
-'RIME COMPANY NAME BID DATE Gl8(/_54I o $OfetC4'Ld2-0
iI-I AZ Zn f-E(LL5 SOC_G=JZ CG ri ppi6-SC Ca cm n1-15:412-00.10$ce OW
ROJECT NAME PROJECT NUMBER
-CITY'S MAVBE PROJECT GOAL: M/WBE PERCENTAGE ACHIEVED: " O
ailure to complete this form, in its entirety with supporting documentation, and received by the Managing Department
-Qn or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid
eing considered non-responsive to bid specifications.
'he undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this
chedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
-iisrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered
ion-responsive to specifications.
Company Name, Contact Name, Certified Specify All Contracting Specify All items to be Dollar Amount
Address, and Telephone No. _ Scope of Work (') Supplied(*) z
w Q F i u L
oo aa`_,
X N
U
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J.C.
a 104 11S4Y,ro,..5 pl. t✓te� tum
3� —1__) A(_7 -1 0G' S�i�u % t X r1S Lb_,Vw4-t N/f
2 _ XA/G. T'•F'.1 hlitt '�. .. /�`�1 „l�.�r•�rv�ilh l'�
s t� T 22vp A lit `w4�w ru�� z. 45
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fQ,z.= wow's ITx vwt A�
en 'Yet —(o is $ Mk.x:If f1 3D 1-7
�V Al Frac �- - o T
S 11570-00
b5-3
M/wBEs must be located in the 9(nine)county marketplace or currently doing business in the marketplace at the time of bid.
Specify all areas in which MWBE's are to be utilized and/or items to be supplied:
1 A complete listing of items to be supplied is required in order to receive credit toward the M/WBE goal.
Identify each Tier level. Tier: Means the level of subcontracting below the prime contractor/consultant,i.e.,a direct payment
from the prime contractor to a subcontractor is considered 1"tier,a payment by a subcontractor to
its supplier is considered 2n°tier.
i
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev.612/98
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
ATTACHMENT 1A
Page 2 of 2
City of Fort Worth
Minority and Women business Enterprise SpecT�aeop
MBE/WBE UTILIZATION
Company Name, Contact Name, Certified Specify All Contracting Specify All Items to be ,O D6i)..arAmount
Address, and Telephone No. T Scope of Work(') Supplied(')
oo
(cam, Tx -7 s Z`f?
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-�= 5�r.�ra CM L4
t _
bidder further agrees to provide, directly to the City upon request, complete and accuratr_ information regarding
ual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid.
.a bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that
ill substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or
"ployee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the
itract or debarment from City Work for a period of not less than three (3) years and for initiating action under Federal,
:ate or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material
ooach of contract may result in a determination of an irresponsible offeror and barred from participating in City work
period of time not less than one (1) year.
/ AL and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD
byr rr 141- ''
.thorized Signature Printed Signature -
-Am 6or—rrocq — QST(,k�t aYz
le Contact Name and Title (if different)
Rk ,T ,-LC-4yt-) 1f 81-66&-s
-mpany Name Telephone Number (s)
gZ l f Som, r 0 /—y[>
ddress Et —T— c� Fax Number
UT L.�l Y i^ `�C '� 1 Z 11 Z- f /)
-ty/State/Zip Code Date
s
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00-p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
i' OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev.617/98
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
ATTACHMENT 113
City of Fort Worth Page 1 of 1
Minority and Women Business Enterprise Specifications
Prime Contractor Waiver
14t;-J-S
Prime Company Name Project Name"tl/�-'4I zopf6$016(0'tzmo
I 1 eo 6t&I o t/��(Z'04 LA ce ago
Bid Opening Date Project Number
If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form).
All questions on this form must be completed and a detailed explanation provided, if applicable. If
the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only
applicable if both answers are yes.
Failure to complete.'tHis form in its>enfifety: and be received tiy?the�Managing Department-on or
before 5:00 0:; five (5) City business days after bid openinq',:ezc�usive of tli`e tiid°opening'aafe;
will result in the bid being considered non-responsive to bid..spe_cifications.
Will you perform this entire contract without subcontractors? Yes _KNo
If yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an operational profile of
i your business.
Will you perform this entire contract without suppliers? Yes X—No
If yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an inventory profile of
your business.
The bidder further agrees to provide, directly to the City upon request, complete and accurate
information regarding actual work performed by all subcontractors, including MBE(s) andlor
WBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s)
and/or WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit
and/or examination of any books, records and files held by their company that will substantiate
the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer
or employee of the City.Any intentional and/or knowing misrepresentation of facts will be grounds
for terminating the contract or debarment from City work for a period of not less than three (3)
9. years and for initiating action under Federal, State or Local laws concerning false statements. Any
failure to comply with this ordinance and creates a material breach of contract may result in a
determination of an irresponsible offeror and barred from participating in City work for a period of
t' a not less than one (1) year.
Authorized Signature Printed Signature
)--lt-E A [k_C,1 Falk—k Lir-;r-lc t4
Title Contact Name (if different)
R lk -Q A LL-: 13 e-�u� � T,�` ell `eQl - 666 i
Company Name Contact Telephone Number (s)
UO
►�' -2Log2 Q -Z'To C,
Address Fax Number
Authorized Signature Company Name
Rev.612198
ATTACHMENT 1C
Page 1 of 3
City of Fort Worth
Minority and Women Business Enterprise
GOOD FAITH EFFORT
Prime Company Name Bid Date
{� / GtS(JT�NZ00 080l9l g2_02d
"L4, rT1 L�S �e�C�►=IL �C1"'� 6( 15: ;ZOO J&`p—*0Q0
Project Name Project N tuber
If you have failed,to secure M/WBE participation and you have subcontracting-and/or supplier opportunities or if
y your M/WBE participation is less than the City's project goal, you must complete this form.
If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a
"good faith effort", the bidder will have the burden of correctly and accurately preparing and
submitting the documentation required by the City.. Compliance with each item, 1 thru 6 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or
knowing misrepresentation the facts or intentional discrimination by the bidder.
Failure; to._comiplbte t6is form, ►n+ifs entirety with supporting documentat►on; and"rece►ved by .the
Managing,bepa finent_on orbefore 5'OO:p.m:five (5) City f;usmess clays after b►d opening;exclusive of bid
opening,date, MI[Fresult in.the bid being-considered n.on=responsive-to bid:specification's.
1.) Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF
FIRMS) which will be used in the completion of this project, regardless of whether it is to be provided
by a M/WBE or non-M/WBE.
(Use additional sheets, if necessary)
List of: Subcontracting Opportunities List of: Supplier Opportunities
_ `a 1c- la-3 7"r4c ttf D S tt OE 1'
■ ATTACHMENT 1C
Page 2 of 3
2.) Did you obtain a current list of MIWBE firms from the City's M/WBE Office? The list is considered in
compliance, if it is not more than 3 months old from the date of bid opening.
Yes Date of Listing ! /
No
3.) Did you solicit bids from MIWBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are
opened?
Yes If yes, attach MIWBE mail listing to include name of firm and address and a dated
:No copy of letter mailed.
4.) Did you solicit bids from MIWBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
\/
i`- Yes if yes, attach list to include name of MIWBE firm, ep rson contacted,
No phone number and date and time of contact.
NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile
is used, attach the fax confirmation, which is to provide MIWBE name, date, time, fax number and
documentation faxed.
NOTE: If a SIC list of M/WBE is ten or less, the bidder must contact the entire list to be in compliance with
questions 3 and 4. If a sic list of MIWBE is more than ten, the bidder must contact at least two-thirds of
the list but not less than teh to be in compliance with questions 3 and 4.
5.) Did you provide plans and specifications to potential MfWBEs or information regarding the location of
plans and specifications in order to assist the M/WBEs?
Yes
No
6.) If MIWBE bids were received and rejected, you must:
(1) List the M/WBE firms and the reason(s) for rejection (i.e., quotation not commercially reasonable,
qualifications, etc.) and
(2) Attach affidavit and/or documentation to support the reason(s) listed below (i.e.. letters, memos,
bids, telephone calls, meetings, etc.)
(Please use additional sheets, itnecessary,and attach.)
Company Name Telephone Contact Person Scope of Work Reason for
Rejection
=�'C®cthc 't situ-gyp C-� '4'a•c.. ���,�-�c.v� t(o C`rx( �.� t� �'��
TO ;L4 6µm -)-V tt
.L�•sir�►�,Fob � s� d."' F,e•--�.� .J.� 22�[�' f��+�( t.-� s�''�
�) .T--t 4S �, u,, �c72 k#1- �0 �. w ,1 r� zQ —�ti�t&-i,. -x--z f- C-ti�c tr.ot w-
ATTACHMENT IC
Page 3 of 3
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
M1WBE participation on this project.
The bidder further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance and creates a material breach of
contract may result in a determination of an irresponsible offeror and barred from
participating in City work for a period of time not less than one (1) year.
The undersigned certifies that the information provided and the MfVVBE(s) listed
was/were contacted in good faith. It is, understood that any M/WBE(s) listed in
aczent 1C will be contacted and the reasons for not using them will be verified by
the s M BE Office.
D6.a,r,,,
Authorized Signature Printed Signature _
CLt%A �,� �R-J►•,.�I�C �irTT��GC�f E,rcrll�z
Title Contact Name and Title (if different)
Company Name Telephone Number(s)
get E_ Sov�� �D
Address Fax Number
City/State/Zip Date
v
PROPOSAL
TU: MR. 1305 TERRELL
City Manager
Fort Worth, Texas
.PFOR: ROLLING BELLS SOCCER COMPLEX
PROJECT NUMBER 0181/541200/080181042020
PROJECT NUMBER GGO1/541200/0808080
D.Q.E. NUMBER 2857
Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the plans, specifications,
and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all
labor, equipment, and materials necessary to fully complete all the work as provided in the plans and specifications,
and subject to the inspection and approval of the Parks and Community Services Department Director of the City
Df Fort Worth.
.,The "approximate quantities" category is for information puMoses only. The contractor shall be paid on the basis
Aactual installed quantities on non lump sum items. Additionally_ the Contractor shall be aware that the Proposal
contains both Lump Sum and Unit Price items_
no
f 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
firing the work within budget. By submitting a bid. the bidder acknowledges the City's right to adjust or eliminate
ine items and agrees to honor without recourse its line item bid price.
"1pon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish, if
applicable, Performance, Payment, and Maintenance Bonds approved by the City of Fort Worth for performing and
completing the said work within the time stated and for the following sums, to-wit.
UNIT & QUANTITY ITEM DESCRIPTION UNIT AMOUNT
.� ITEM & UNITS PRICE
UNIT ONE-SITE PREPARATION
1. LS Site Preparation and Earthwork
Per Lump Sum:
iwohund(t� "rBl- '0^o n h +WGh Dollars
and t oa Cents $ to5$22-t 5W.loS
2. LS Imported Topsoil
Per Lump Sum=
E'"-seven jJIM nd �ve. hund(td Dollars
and _ O°l�d Cents $8�5c�o S 87 ,eo
. l -
good 2S2'ON 6l 0 2,62, 202 f 3AU-1Hings I e,� bS:22 0�ib0i T
UNITS & QUANTITY ITEM DESCRIPTION UNIT AMOUNT
ITEM & UNITS PRdCE
3 LS Headwall and Drainage Improvements at existing 48"
^` Storm Drain
Per Lump Sum:
N�nt4�e�en 'tl+ouSar�d �hrce kvnd� six �SIX_ Dollars
and y!i:�yo Cents
4. LS Relocate/adjust existing on-site utilities at
Headwall/Drainage improvements.
Per Lump Sum:
hVAd red Dollars
00 na
and D04 os? _ Cents $2, $��`�.
5 LS Ternporan• Silt Fence and Erosion Control
Per Lump Sum:
Fouf4ten*as_" dint hyndrfd `thir}U-Kine Dollars
and ���i oo Ccnts $_ �� 3l $�, q a q 31
UNIT TWO - IRRIGATION AND LANDSCAPING
1. LS Irrigation Distribution System and Intallation of
Irrigation improvement for Fields 4, 5, 6, 7, 8.
Per Lump Sum:
Six-y4 6( +16mnd ika �Ildro 6 ' Duf Dollars
and , �Qo _ Cents S78$L04 3��• �8
2. LS Irrigation Distribution System and lntallation of
Irrigation Improvement for Fields 9 and 10.
Per Lump Sum:
TWe' -h"D 'wDOsua hiv_ 61t&ed AmAj -+Wo Dollars
and `i/JQIQ Cents S ZZ,qq2,910 Z2 99 2, y�P
3. LS Hydromulch Seeding.
Per
L"_ump Sim-
e A
um:en 1 si , S'-y*A Dollars
and _ - o54�t� Cents $=�tQ�2�•O5$ �,OS
4, LS Temporary Irrigation as required to establish
Hydromulch Seeding;
Per Acre:
SeVe '�kr.�Sa ��e�hut�tred -lweniy" iX_Dollars
and _ foto ah - _Cents $ 7 7 .lol° $ 1?�•(0 1.1
�. EA Hybrid Bermuda Sprigging for Fields 4, 5, 6, 7, 8,
9, and 10:
Per Each Field:
�l_,ru ,4,,1 i 1Jur,C- Dollars
and p0
LaOd �S�'oN
86L0 2,62,.X02 F 3AU-IHinoS .iea bS:Le 00/vo/i0
UNITS & QUANTITY ITEM DESCRIPTION UNIT AMOUNT
ITEM & UNITS PRICE
UNIT THREE - CONCRETE AND PARKING IMPROVEMENTS
I SF Reinforced Concrete Pavement and Handicap Ramps:
Per Square Foot:
Fc v -I _ Dollars
and - — — —�Slcuv .— Cents
$ 2-S' $ Sb? .5-0
2 1 LS Pavement Markings and Handicap Parking Signs;
Per Lump Sum:
SeVt? �we►� —One Dollars
and a?��Do Cents $ 121,3Z $ 4�l 2 .3Z
UNIT FOUR - SITE FURNISHINGS
�. LS Provide and install ne-w soccer goals for fields 7,8,9,10
S-:)ueA OUB S►rk hundred 60t--km Dollars o3
and 0_ _ Cents
6. LS Remove and reinstall existing soccer goals for fields 4,
. Alf:* r Ft a0
_L.
Dollars
and � Cents $ 5 3 3., $ 5 33.11
UNIT FIVE - SOCCER FIELD LIGHTING
1, LS Underground Electric Wiring and Conduit for Field 4
Per Lump Sum:
5evevtly�4kr�- NnLws�r►d icl�reP Irwndted r�rtty AWO Dollars
and °p�a�o ��Cents
2 1 LS Hardware and Fixtures for Electrical Facilities for Field —�—
no 4
Per Lump Sum:
.�T -( _r -� i-1�.•,�F./J Dollars
and W Cents 05 7S�°v $ 45-
,
3. 3 EA Light Pole, Base and Footing
Per Each: 17�«
rt�r� ✓ - .�( .Iwa •.lS� Dollars
and _ o"4L CenEs $
- Z -
800d 2S2'ON 862,0 2,62, 20�: F 3AH-lHinos 18a bS-2,0 00/h0/i 0
" UNITS & QUANTITY ITEM DESCRIPTION UNIT AMOUNT
ITEM & UNITS PRICE
BASE BID RECAPITULATION
UNIT ONE $ 35Z., 121v, Atb
UNIT TWO $ 1 $ (0 1 4t tg. `t 15 �
UNIT THREE $ 0(-7 or
UNIT FOUR $ 9,5l(6�'7
UNIT FIVE S I b t;7-,ad6.00
BASE BID TOTAL $ 4�
- 4 -
600d ESE'ON 86,0 L6L 202 F 3Ad1Hinos Iaa bS=L0 00ib0i10
UNITS & QUANTITY ITEM DESCRIPTION UNIT AMOUNT
ITEM $c UNITS PRICE
BID ALTERNATES
BA-I 4770 LF Chain Link Fencing and Crates to enclose fields
1,2,3,4,5,6,7,8,9,10. Per Linear Foot;
T.-C�„';r Dollars
and '�It :: Cents $ 12.�.5 $ S_ + SC O. La
BA-2 790 LF 6' Chain Link Fencing to enclose Fields 11, 12, 13,and 14
per plan:
Per Linear Foot:
Dollars
and t w u—Cents $ 12..1. $ C1 S8 2, o
BA-3 1330 LF 8' Reinforced Concrete Paving,
Per Linear Foot:
- Twig j`-1 -S i X Dollars
and Cents $ ( ,� $ 47 880.00
BA-4. 390 LF 6' Reinforced Concrete Paving; —��"
Per Linear Foot:
SV_gf_rl Dollars 00
and 9:,/tuQ Cents $ $ jfl .00
BA-3a. LS Construct Soccer Field I I including topsoil, irrigation,
sprigging:
Per Lump Sum:
Tw ftv(V_{wp-kwo%and nine. bundred 4kii-bi- 4 ve' Dollars oo ao
and °o/ago Cents $ZZ_ q54. $ Z 34:
BA-5b LS Install goals on Soccer Field 11:
Per Lump Sum:
Twoausand cine hUndred Dollars
and 2.-1 ILDO Cents $ 2i15.Z,1 $ z, 151.�7
BA-6a. LS Construct Soccer Field 12 including topsoil, irrigation,
spngging:
Per Lump Sum:
7-wt4q-'l do -"Acw� rtine butdred ` Wrtj -aur Dollars
and 0p/too Cents $ z2,43.00 $22.,134.00
BA-6b. LS Install goals on Soccer Field 12:
Per Lump Sum:
usnnd nAL hQj5dM -lP: - eyyen Dollars
and 0 Cents $2115 7.Z7 $ 2, 8-1.L"
low
- S -
Mod ESU ON 862,0 2.62, 20� <- DMU_lHinos I BJ V9:2,0 OO/VO/10
UNITS & QUANTITY ITEM DESCRIPTION UNIT AMOUNT
ITEM Sr UNITS PRICE
BA-7a. LS Construct Soccer Field 13 including topsoil, irrigation,
sprigging. Z(A 292 °O Zl. 292,00
Per Lump Sum: i
Twev►-4.1-Six -41�,snnd -Iwo lwrulre� n�naly�-{wa Dollars �6 Ali" F_(-�
and - °��rrx� Cents $
BA-7b. LS Insta.11 goals on Soccer Field 13:
Per Lump Sum:
TwSeveA Dollars
and 2'1/cov Cents $ ,
BA-8a. LS Construct Soccer Field 14 including topsoil, irrigation,
sprigging:
Per Lump Sum
Twt -}wo,}�,ovsnrd nine hmidied W(-1v--60r Dollars
and 00/11n Cents $ZZ334.°° $ 2
SA-Kb. LS Install goals on Soccer Field 14:
Per Lump Sum:
Two t,%Cusond ore �&Mdfed --SVeh Dollars
and 21 00 Cents $ZZ; 157.Z') $ 2 15-h 21
BA-9a. LS Construct Soccer Field 15 including topsoil, irrigation,
Mn sprigging:
Per Lump Sum:
��tv► -Slk `t�Dv +WDx�ed vu,�g14— Dollars
and �iot� _ Cents $Z(oL292-oo $2��ZQ,L'oc7
BA-9b, LS Install goals on Soccer Field 15:
Per Lump Sum:
Two wand DKE KMCVtd rh%--seven Dollars
and Z"Ao n Cents �2a 15-7.�", $ 15-j,Z7
BA-IQa. LS Install Bleacher Slab/Players Bench Improvements per
Plans at Fields 5/6 without Bleachers:
Per Lump Sum:
Elf-ver, and :hue homed tkjee y -omx Dollars
and - 411t no Cents $ I 43 I,47 $ t'l x.431 4`1
BA-l Ob. LS Install Bleachers on Bleacher Slab per Plans at
Fields 5/6:
Per Lump Sum:
Six ��ti-t hvnd�ed �ex� Dollars
and Cents $ $lO,b5
TTOd SSS'ON 862,0 2,62, 202 f 3>id-HiAOS Te6 dS:2,0 00/b0/TO
UNITS & QUANTITY ITEM DESCRIPTION UNIT AMOUNT
ITEM & UNITS PRICE
BA-1 la. LS Install Bleacher Slab/Players Bench Improvements per
Plans at Fields 7/8 without Bleachers.
Per Lump Sum:
beuen 4o -Qe — e- Dollars
and `'9rop Cents $.11.. 431.1 1119 $_11) 4 31.�5
BA-1 lb. LS Install Bleachers on Bleacher Slab per Plans
at Fields 7/8:
Per Lump Sum:
Si�C -NnciSand a'--L+ 'yj,,yl&Kd �QA Dollars
and 45/fnz) Cents $1�
BA-12a LS Install Bleacher Slab/Flayers Bench Improvements per
Plans at Fields 9/10 without Bleachers:
Per Lump Sum:
�A"ri +4 t=" 'four hvild d +Wr-6 –Dne Dollars
and 14 ,/i00 Cents $ )) 13L $A 4 31.
BA-12b. LS Install Bleachers on Bleacher Slabs per Plans at Fields
9/10:
Per Lump Sum;
Six *i Ws wed et Aldred Ten Dollars
and VS��r�n Cents
BA-13a. LS Install Bleacher Slab/Players Bench Improvements per
Plans at Fields l l/12 without Bleachers:
Per Lump Sum:
C1euelt*lamw -Qpvr di --0VV, Dollars �4
and 49/1 W Cents
'13A-13b. LS Install Bleachers on Bleacher Slab per Plans at Fields
11/12:
Per Lump Sum:
S;X A-iqtS V%d E,jg11't 4%U— 4h Dollars
and co5�nn Cents 6S
BA-14a. LS Install Bleacher Slab/Players Bench Improvements per
Plans at Fields 13/14 without Bleachers:
Per Lump Sum:
4tU �u,�c h„rd`e�l�W1�h�-ohe Dollars
and 144/,too Cents $ 11+431 �9 S 11,
BA-14b. LS Install Bleachers on Bleacher Slab per Plans at Fields
13/14:
Per Lump Sum:
kundlred -W-0- Dollars cis
and casCents $
i
- 7 -
�Z Od SSS'ON 86L0 L62, S0S F �?it11Hinos I g6 bS:LO 00/V0/T o
UNITS & QUANTITY ITEM DESCRIPTION UNIT AMOUNT
ITEM & UNITS PRICE
qM
BA-I 51. LS Underground Electric Wiring and Conduit for Field T 23, 252.25
Per Lump Sum:
�► o
Twmky--i%fu .N,cw,a{wp kv,4Ar-vd :9- }WO Dollars
and z5j Ioo Cents $ 230252. 25
BA-lab. LS Hardware and Fixtures for Electrical Facilities for Field T
Per Lump Sum:
Dollars 01i
and �lto� Cents
BA-15c. 3 EA Light Pole, Base and Footing for Field 7
Per Each:
Dollars .�
and ca, Cents $ Ih,
an273 S
BA-16a. LS Underground Electric Wiring and Conduit for Field 8:
Per Lump Sum.
-ren{, •H�d I%';V dyed r)ir►p Dollars
� _ Cents $2 .tO$�� 11
and �r�o,
,.BA-16b. LS Hardware and Fixtures for Electrical Facilities for Field 8:
PCr
d Dollars oY �
In and Cents
BA-(6c. 3 EA Light Pole, Base and Footing for Field 8:
P r ach. _
Dollars
an � (u Cents
BA-17a. LS Underground Electric Wiring and Conduit for Field 9:
Per Lump Sum:
AQvsgn6 s.mvi hjmAred sixk— our Dollars
O. and _V400 Cents $25.70, ( $ 251_JU4
BA-171b. LS Hardware and Fixtures for Electrical Facilities for Field 9.
on i2d
u p Sum:
..,. w Xbllars
�' Cents $ � $ h
"MBA-17c. 3 EA Light Pole, Base and Footing for Field 9:
Per ch:
ailldu✓ 11arS ( 6j $ j
v eats $
BA-18a. LS Underground Electnc Wiring and Conduit for Field 10.-
Per
0:Per Lump Sum:
_r,,,,,ek y_seve _ft n Dollars
�`
and , toe r Cents $21,022§ �$ 27;022.��
4W
2IOd 2S2'ON
86LVG:L0 L0 00/70/i0
0 L6L �0� f ��itJ�HlfIOS I H2i
BA-18b. LS Hardware and Fixttires for Electrical Facilities for
Field 10:
' Pcrw Am�=��
Cents
BA-18c. 3 EA Light Pole, Base and Foot'n for Field�ollars
P Ea h:
an is S IG,
`5 S��
BA-19. LS Install one NLDF 493 SM drinking fowitain per addenda
#1: '
Per Lump Sum:
-Three '"i,,rxnd si c —Seven Dollars
.� and 27li f Cents S 3�,DO 27 S 3�1�z-7
BID SUMMARY �aj2- va4 4,
BASE BLD TOTAL S
BID ALTERNATES TOTAL I 1
GRAND TOTAL
s
ROLLING HILLS SOCCER COMPLEX
`'ADDENDUM NO. I - ITEM 2
- 9 - JANUARY 10, 2000
0 XILID 6ZL9 TL9 1W3 SZ:tT 00%OT.,TO
bZLS TL8
i
A. This contract is issued by an organization which qualifies for exemption pursuant to the provisions of
Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act.
13The 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 095-0.07. 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#93.09 as
amended to be effective October 2, 1968-
C. The undersigned assures that its employees and applicants for employment and those of any labor
organization, subcontractor or employment agency in either furnishing or rcfen-ing employee applicants to
the undersigned are not discriminated against as prohibited by the tenns 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.
D. The undersigned agrees to complete all work covered by these contract documents within One Hundred
X10 ) working days after the date for commencing work as set forth in the written Work Order to be issued
by the Owner and to pay not less than the Federal Wage Rates referenced within the project documents.
E. Within ten (10)dais of receipt of notice of acceptance of this bid, the undersigned will execute the formal
* contract and will deliver applicable Suren• Bonds for the faithful performance of this contract. The attached
k*eWMRk in the sum of S 50t, - Dollars ($ _Solo ) is to become the
property of the City of Fort Worth. Texas, or the attached Bidder's Bond is to be forfeited in the event the
contract and applicable bonds are not executed within the time set forth, as liquidated damages for delay and
additional work caused thereby.
F 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 rherof to the City or to reject the Proposal.
G Receipt is hefeby acknowledged of the following addenda:
No. 11 �+ No. 2 No. 3 No. 4
R,aSpectfulh submitted,
ampany Name
U.
(Authorized Si tore)
/h"
kadress: 2 L �4 Scif l i�( f3L V
r4ephone: _ 6,1") 4& Seal (if Corporation)
STOa 292:'ON 862,0 2,62, 202 F �Nd-lHinos Ma SS:2,0 00ih0/T0
VENDOR COMPLIANCE TO STATE LAW
The 1485 Session,of the Texas Legislature passed House Bill 620 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 Iower 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 State
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 �+�-��D�(give state), our principal place of business, are required to
be, b,7, percent lower than resident bidders by state law. A copy of the statute is
attached.
Non-resident vendors in CC tcrdO (give state), our principal place of business, are not required
to underbid resident bidders.
B. Our principal place of business or corporate offices are in the State of Texas.
Please Check or mark with an "X"
BIDDER:
By: 9—AW24 � t IKG Company
(please print)
EPA 1 'CtEsz— Signature: IL oi:m
(please print) '� �
Title: V I C,0— Pr S Id&A—City State Zip
(please print)
hwZ��k� ,Tom- Z(oc7R2
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
VENDOR COMPLIANCE TO STATE LAW
GTOa SSS'ON 862.0 2.6L 202 F 3AU-1Hinos I gni SS:L0 00ib0i10
�QP0
MENr0,oy0 U.S.Department of Housing and Urban Development
QI Office of Labor Relations
*Uu * Texas State Office, Southwest
'oG 11111111 a� 1600 Throckmorton Street
9a�N DEV E�'Oe Post Office Box 2905
Fort Worth,Texas 76113-2905
July 15, 1999
,r
Ms. Deidra Emerson
Fiscal IAGM
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102
Dear Ms. Emerson:
Subject: Project Number: B99MC480010
Project Name : Rolling Hills Soccer Complex
Proj . Location: Tarrant County
Fort Worth, TX
Enclosedis a copy of schedule of Wage Rates, Decision Number
a. TX990046, of the Secretary of Labor, dated 03/12/99. This schedule
must be made part of the contract documents for the subject project.
Should you have further questions please let us know by calling
Evelyn Drinkard at (817) 978-9355 Ext. 3350.
Sinc rel ,
F rias E, F rgroL bor 1, ionficer
Enclosures
w
v�
General Decision Number TX990046
Superseded General Decision No. TX980046
State : TEXAS
Construction Type:
HEAVY
County(ies) :
JOHNSON PARKER TARRANT
Heavy Construction Projects (Including Water and Sewer Lines)
Modification Number Publication Date
0 03/12/1999
.s
---- ---------------- ----------- --------------- --------------------- ----
TX990046 Page: 1 4,
COUNTY (i e s) :
JOHNSON PARKER TARRANT
PLUM0146B 05/01/1998
Rates Fringes
PLUMBERS/PIPEFITTERS 18 . 98 2 . 79
------------------ ------------------ ----------------------------
SUTX2047A 06/01/1990
Rates Fringes
CARPENTERS 10 . 40 $3 . 64
CONCRETE FINISHERS 9 . 81
ELECTRICIANS 13 . 26
FORM SETTERS 7 . 86
LABORERS :
Common 6 . 37
Utility 8 . 09
PAINTERS 10 . 89
PIPELAYERS 8 . 43
POWER EQUIPMNENT OPERATORS :
Backhoe 11 . 89 3 . 30
Bulldozer 10 . 76
Crane 13 . 16 3 . 30
Front End Loader 10 . 54
Mechanic 10 . 93
Scraper 10 . 00
REINFORCING STEEL SETTERS 10 . 64
TRUCK DRIVERS 7 . 34
-- - -- ---- - ----- - - - ---- - ---- - - - --- - - ---- -- - ------- ------- - ------ -
WELDERS - Receive rate prescribed for craft performing operation
to which welding is incidental .
----------------------------------------------------------------
----------------------------------------------------------------
Unlisted classifications needed for work not included within the
scope of the classifications listed may be added after award only
as provided in the labor standards contract clauses
(29 CFR 5 . 5 (a) (1) (v) ) .
WAGE DETERMINATION APPEALS PROCESS
1 . ) Has there been an initial decision in the matter? This can
be .
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a
position on a wage determination matter
* a conformance (additional classification and rate)
ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
----------------- ------- - -------- - - -- ----- ------------- ------------ ---
TX990046 Page : 2
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2 . )
and 3 . ) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the Branch
of Construction Wage Determinations. Write to :
Branch of Construction Wage Determinations
Wage and Hour Division
U. S . Department of Labor
200 Constitution Avenue, N. W.
Washington, D. C. 20210
2 . ) If the answer to the question in 1. ) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1 . 8 and 29 CFR Part 7) . Write to :
Wage and Hour Administrator
U. S. Department of Labor
200 Constitution Avenue, N. W.
Washington, D. C. 20210
The request should be accompanied by a full statement of the
interested party' s position and by any information (wage payment
data, project description, area practice material , etc. ) that the
requestor considers relevant to the issue.
3 . ) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative Review
Board (formerly the Wage Appeals Board) . Write to:
Administrative Review Board
U. S . Department of Labor
200 Constitution Avenue, N. W.
Washington, D. C. 20210
4 . ) All decisions by the Administrative Review Board are final .
END OF GENERAL DECISION
---- ---- ------- ----- ----- ----- ----- ----- ----- ----- ------------------ ---
TX990046 Page : 3 OR
WEATHER TABLE
AVERAGE DAYS INCHES SNOW/ICE
MONTH RAINFALL (1) RAINFALL (2) PELLETS (3)
JANUARY 7 1.80 1
FEBRUARY 7 2.36
MARCH 7 2.54
APRIL 9 4.30 0
MAY 8 4.47 0
JUNE 6 3.05 0
JULY 5 1.84 0
AUGUST 5 2.26 0
SEPTEMBER 7 3.15 0
OCTOBER 6 2.68 0
NOVEMBER 6 2.03 0
DECEMBER 7 1.82
ANNUALLY 80 32.30 1
(1) Average normal number of days rainfall, 0.01" or more.
(2) Average normal precipitation.
(3) One inch 0") or more,
* Less than one-half inch (1/2").
Unseasonable weather is defined for contract purposes as rain/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 former Greater Southwest International Airport, Fort
Worth, Texas, covering a period of 18 years. Latitude 32° 50' N, Longitude 97° 03' W, elevation (ground)
537 ft.
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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. 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.
y„ The work to be accomplished under these plans and specifications for ROLLING HILLS
SOCCER COMPLEX, JOE B. RUSHING ROAD (MAPSCO 92 N,P)
WORK INCLUDED
A. Line and Grade Staking
B. Demolition and Site Preparation
C. Clearing and Grubbing
D. Rough and Finish Grading
E. Concrete Flatwork
F. Chain Link Fencing and Gates
G. Lighting and Electrical
H. Irrigation Systems
I. Grass Sprigging and Hydromulching
J. Signage and Pavement Markings
K. Site Furnishings
These plans and specifications were prepared by The Landscape Alliance, 7320 Riviera Drive,
Fort Worth, Texas 76180-8224, metro (817) 577-8909 in cooperation with Mateo Consulting
Engineers, Inc., 210 West 6"i Street, Suite 1200, Fort Worth, Texas 76102, (817) 878-2700. The
Department of Engineering will administer the contract and furnish inspection.
I These plans and specifications were prepared by the Parks and Community Services Department.
"Che Department of Engineering will administer the contract and furnish inspection.
PP
The Contractor/Engineering Department shall be responsible for construction layout, lines and
and grades, to include setting of excavation stakes and finish grade stakes on 50' grid and at all
horizontal / vertical change in direction. The contractor shall perform any additional desired
survey at own expense.
' The applicable items contained in the Standard Specifications for Street and Storm Drain
Construction for the City of Fort Worth, Texas, shall 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
i
GENERAL REQUIREMENTS
- I -
Public Works Department , 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort
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
Upon receipt of a notification letter and the executed construction contract, the
Contractor shall be responsible for scheduling a preconstruction conference, which shall
be held no later than ten working days from the date of the notification letter.
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 01 150 - 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
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
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
GENERAL REQUREMENTS
-2-
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, 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 5th day and 20 day of each month that the work is in progress. The estimate shall be
processed by the City on the 10th day and 25th day respectively. Estimates will be paid
within 25 days following the end of the estimate period, less the appropriate retainage
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 may be reasonably requested to aid in the verification or the preparation
of the pay 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 specifications or other
provisions of this Contract.
1.05 For contracts of less than $400,000 at the time of execution, retainage shall be 10
-i: 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
sec (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
�. GENERAL REQUIl2EMENTS
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
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,
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. -F
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 15 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,
GENERAL REQUIREW-NTS -
-4-
and all other elements of cost and expense not embraced within the actual field cost
as herein specified.
The Contractor shall give the City Engineer access to all accounts, bills, invoices and
vouchers relating thereto.
' 1.10 DELAYS: If dela is caused b specific orders given b the Cit to stop work, or the
Y Y P g Y Y P Y
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 shall remain
in full force until the discharge of the contract.
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 men, materials or equipment will be allowed.
.. 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
I 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.
I
^� GENERAL REQU REMENTS
-5-
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.
The contractor or a competent and reliable superintendent shall oversee the work at all times.
The superintendent shall represent the contractor in his absence and all directions given to him
shall 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 are 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.
The 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
information available from the owners of the utilities involved 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:
GENERAL REQ[.TQ2EMENTS
-6-
"WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT
WITHIN SIX FEET OF HIGH VOLTAGE LINES."
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 (TU Electric) 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.
SECTION 01640 - SUBSTITUTIONS AND PRODUCT OPTIONS
1 .01 GENERAL
Send submittals for Substitutions to:
David Creek, Landscape Architect (817)871-5745
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:
I. Name and address of manufacturer
2. Trade name
J. 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.
GENERAL REQUIREMENTS
-7-
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.
B. Within thirty (30) days after date of Contract, Landscape Architect will consider
formal requests from Contractor for substitution of products in place of those
specified.
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:
(l) Product description
(2) Performance and test data
(3) Reference sta.:dards
c. Samples, if required. —
d. Name and address of similar projects on which product was used, and date
of installation.
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.
GENERAL REQUIREMENTS
-8-
..
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
.. 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.
1.02 GUARA]vTEE
.. The Contractor shall be responsible for defects in this project due to faulty workmanship
or materials, or both, for a period of one (1) year 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 any such injury, damage or death is caused, in whole or
in part, by the negligence or alleged negligence of Owner, its officers, servants or
employees. 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 any such injury or damage is caused in
whole or in part by the negligence or alleged negligence of Owner, its officers, servants or
employees.
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.
GENERAL REQUIREMENTS
-9-
The Director may, if he deems appropriate, refuse to accept bids on any 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
GENERAL REQUIREMENTS
- 10-
SECTION 02100- SITE PREPARATION
P' PART 1 - GENERAL
1.01 WORK INCLUDED:
A. Remove Existing Trees and Vegetation within construction area.
B. All Demolition and Site Preparation is Subsidiary to Cost of Construction.
C. Hauling of All Materials, Vegetation and Miscellaneous Debris Completely Off Site unless
otherwise directed.
1.02 RELATED WORK SPECIFIED ELSEWHERE:
A. Section 02200 - Earthwork
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 and all scrub growth, such as
cactus, yucca, vines, and shrub thickets, shall be cleared. All dead trees, 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
one-half(1-1/2') inches in diameters, matted roots, rubbish, and foreign debris shall be
grubbed and removed to a minimum depth of twenty-four (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.
Site Preparation
02100 - 1
3.02 UTILITIES: Contractor is responsible for protection of existing utilities noted on plans unless
otheRvise noted.
3.03 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.
3.04 USE OF EXPLOSIVES: The use of explosives will not be permitted in site preparation -�
operations.
3.05 BACKFILLING: All holes, cavities, and depressions in the ground caused by site preparation
operations wi ll be backfilled and tamped to normal compaction and will be graded to prevent ponding
of water and to promote drainage. I.n areas that are to be immediately excavated, the
Architect/Engineer may permit holes, etc., to remain open.
3.06 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. Similar 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. Excess soil excavation for project, if free of trash and
deleterious materials, may be disposed of on site as directed by the City Inspector. !
.e
END OF SECTION
Site Preparation
02100 - 2
SECTION 02200 - EARTHWORK
PART 1 - GENERAL
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. Provisions established within the General and Supplementary General Conditions of the
Contract,Division 1 -General Requirements,and the Drawings are collectively applicable to
this Section.
B. Section 02100 - Site Preparation.
C. Grading Plan: Refer to plan sheets.
1.03 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM D 422-Test Method for Particle-Size Analysis of Soils.
2. ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Sol]
Using Standard Effort(12.400 ft-Ibf/ft').
1.04 SUBMITTALS
A. Samples: Submit in accordance with SECTION 01340 - SHOP DRAWINGS, PROJECT
DATA, AND SAMPLES. Submit a one gallon sample and material analysis results of
imported topsoil from a testing laboratory indicating compliance with these specifications.
Any topsoil delivered to the site which does not comply with the approved sample shall be re-
tested at the Contractor's expense and replaced.
B. Test Reports:
1. Submit copies of test reports in accordance with SECTION 01410 -MATERIALS
TESTING AND LABORATORY SERVICES.
2. Submit copies of test reports for select fill material. No select fill material shall be
delivered to the site until after the tests have been made and test reports confirmed.
3. Compaction Tests: Submit copies of compaction test reports.
1.05 QUALITY ASSURANCE
A. Laboratory Control: Select fill material and imported topsoil, if required, shall be inspected
and tested by an independent testing laboratory.
1. Testing laboratory shall make tests of the soil from the selected source to determine
that it meets the specified requirements for select fill and imported topsoil.
Earthwork
02200- 1
1.06 PROJECT CONDITIONS
A. Temporary Sheeting: Shore and sheet excavations to protect utilities and to prevent cave-in.
Maintain sheeting secure until permanent construction is in place. Remove sheeting as
excavations are backfilled.
B. Drainage: Provide for adequate surface drainage during construction to keep the site free of
surface water without creating a nuisance in adjacent areas.
C. Pumping: Keep the excavations free of water at all times by pumping or other means. This
shall be the responsibility of the Contractor regardless of the cause, source, or nature of the
water.
D. Protection:
1. Property: Protect adjoining property, 'including improvements out-side the limits of
the work. Protect walks, curbs, and paving from damage by heavy equipment and
trucks.
2. Trees: Protect tops,trunks,and roots of trees on the site which are to remain. Box or
fence trees vulnerable to damage during construction. Remove interfering branches
with care and cover scars with tree paint. Do not permit fires, storage of materials
or excavation within the branch spread of trees to remain.
1.07 METHOD OF PAYMENT: Earthwork is 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 SOIL MATERIALS
A. Topsoil:
1. Topsoil on the affected site areas shall be stripped,cleaned of grass,roots and debris
to a depth of between 4" to 6", and stockpiled for later use.
2. Imported topsoil shall be required where scheduled and as required to achieve a
minimum 6° depth planting bed for all lawn areas.
a. Contractor shall haul and place imported topsoil obtained from off-site
sources as necessary to construct the topsoil layer and various other details
of the construction drawings. All costs related to such imported topsoil fill
will be included in the contract price, and no additional or separate payment
for imported fill will be due the Contractor.
b. Topsoil shall be secured from an approved off-site location. It shall be
fertile, friable, natural loam containing a liberal amount of humus and shall
be capable of sustaining vigorous plant growth. It shall be free of stone
lumps,clods of hard earth, plants or their roots,sticks,and other extraneous
matter. Under no circumstances will topsoil be accepted unless it is free of
the aforementioned contaminants. Contractor may use approved means of
Earthwork
02200 -2
F
Ftreating the topsoil to ensure its acceptability. Imported topsoil shall be rock
free.
C. The soil texture shall be classified as loam or sandy loam according to the
"soil triangle" published by the United States Agriculture Department and
the following criteria:
1) Sand (2.0 to 0.05 mm dia)(No. 10 sieve): Loam 25-50%; Sandy
Loam 45-85%.
2) Silt(0.05 to 0.002 nun dia.)(No. 270 sieve): Loam 30-50%; Sandy
Loam less than 50%.
3) Clay (smaller than 0.002 mm dia.)(Hydrometer Analysis): Sandy
Loam less than 50 %.
4) Natural organic content: Not less than 1.5%.
5) pH of Soil: Not more than 7.6.
6) Soil texture shall be determined by utilizing processes as prescribed
in ASTM D 422 using the No. 10 and No. 270 sieves and a
hydrometer analysis.
3. Unsuitable Materials:Topsoil of unclassified fill will be declared as"unsuitable"by
the Architect if, in his opinion,nay of the following conditions or matter and particles
are present to a degree that is judged detrimental to the proposed use of the material:
a. Moisture.
b. Decayed or un-decayed vegetation.
C. Hardpan clay, heavy clay, or clay balls.
d. Rubbish.
e. Construction rubble.
f. Sand or gravel.
g. Rocks, cobbles, or boulders.
h. Cementitious matter.
i. Foreign matter of any kind.
4. Unsuitable materials shall be disposed of as"waste"as specified in SECTION 02100
- SITE PREPARATION.
5. Wet Material:If fill material is unsatisfactory for use as embankment solely because
of high moisture content, the Architect may grant the Contractor permission to
process the material to reduce the moisture content to a usable optimum condition.
B. Granular Fill: Clean gravel or crushed rock graded to produce a mixture passing 1'/4" sieve
and retained on %" sieve.
C. Free-Draining Fill: Coarse sand or sand and gravel mixture with less than 12%passing a No.
200 sieve, and a Plasticity Index less than 4.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Establish extent of excavation by area and elevation, designate and identify datum elevation.
Earthwork
02200-3
B. Set required lines and levels.
C. Maintain bench marks, monuments and other reference points.
3.02 PREPARATION
A. Before starting excavation,establish location and extent of underground utilities occurring in
work area.
B. Notify utility companies to remove and relocate lines which are in way of excavation.
C. Maintain, reroute or extend as required, existing utility lines to remain which pass through
work area.
D. Protect and support utility services uncovered by excavation. •..
E. Remove abandoned utility service lines from areas of excavation; cap, plug or seal such lines
and identify at grade. ..,
F. Accurately locate and record abandoned and active utility lines rerouted or extended on
Project Record Documents. _
G. Upon discovery of unknown or concealed condition, discontinue affected work and notify
Architect.
H. Remove grass, weeds, roots and other vegetation from areas to be excavated, filled and
graded. Fill stump holes and like small excavations with suitable material placed in lifts and
thoroughly tainped.
I. Scarify the subgrade soil in place to a depth of 6"and compact to between 95 and 100 percent _
of Standard Density, at or above optimum moisture content, in accordance with ASTM D
698.
3.03 EXCAVATION
A. General: Excavate to the lines,grades and sections shown on the drawings. Allow space for
the construction of forms. Excavate as required regardless of the condition or type of material
encountered.
1. Cut areas accurately to the indicated cross-sections and grades. Take care to prevent
excavation below the grades indicated. Any bottoms and slopes that are undercut
shall be backfilled with earth fill and compacted.
2. Finish the excavating required for graded areas to a tolerance of 0.10 foot above or
below the rough grade.
B. Overcut planting and lawn areas to allow a layer of topsoil not less than 6" thick.
Earthwork
02200 -4
C. Maintain excavations to drain and be free of excess water. Ponding of water on site will not
be permitted.
D. Exercise extreme care in grading around existing trees. Do not disturb existing grades around
existing trees except as otherwise noted. When excavation through roots is necessary, and
after review by Architect, perform by hand and cut roots with sharp axe.
E. Fill over-excavated areas under structure bearing surfaces in accordance with Architect's
direction.
F. Do not allow construction equipment to create "pumping "of soils.
G. Stockpile excavated clean fill for reuse where directed. Remove excess or unsuitable
excavated fill from site.
3.04 WASTING
A. Surplus excavated material not suitable or required for embankment fill and backfill may be
wasted on site as directed by Architect.
3.0� FILL AND BACKFILL
A. Filling: Construct compacted fills to the lines, grades and sections shown on the drawings.
I. Complete stripping and wasting operations in advance of fill construction.
2. Deposit and mix fill material in horizontal layers not more than 8" deep, loose
measurement. Manipulate each layer until the material is uniformly mixed and
pulverized.
3. Fill material shall have a moisture content at or slightly above optimum, to achieve
specified compaction. If fill is too wet, dry by aeration to achieve desired moisture
content. If fill is too dry, add water and mix in by blading and discing to achieve
desired moisture content.
4. Exercise care to prevent movement or breakage of walls, trenches, and pipe during
filling and compaction. Place fill near such items by means of light equipment and
tamp with pneumatic or hand tampers.
B. Backfilling:
1. Do not backfill until underground construction has been inspected, tested and
approved, forms removed, and the excavations cleaned of trash and debris.
2. Bring backfill to required grades by depositing material in horizontal layers not more
than 8" deep, loose measurement.
C. Retaining Wall Backfilling:
1. Place free-draining backfill in maximum eight(8) inch lifts and compact to a density
ranging between 90 and 95 percent of Standard Proctor Density (ASTM D 698) at
or slightly above optimum moisture. Do not over-compact backfill. Hand operated
tampers or other light-weight compactors are preferred.
Earl imork
02200 -5
Yi
2. Uppermost 12" to 18" of backfill material shall consist of sandy clay with a Liquid
Limit in the range of 35 to 50, a Plasticity Index in the range of 20 to 30, and the
amount passing a No. 200 sieve greater than 50 percent.
3.06 COMPACTION
A. Compact each layer of earth fill and backfill thoroughly and evenly until there is no evidence
of further compaction and a solid and uniform density is secured.
1. Equipment for compacting shall be sheepsfoot and rubber tired rollers or other
compactors capable of obtaining the required density. Compact the fill with power
tampers and by hand in areas not accessible to rollers.
2. Compact each layer of fill to the density listed below as a function of the location. ..
The required density in each case is indicated as a percentage of the maximum dry
unit weight determined using the standard compaction test ASTM D 698.
3. Compact select fill at perimetergrade beains to the density listed below at a moisture
content between optimum and 4 percentage points above optimum (0 to +4).
a. Material under paving ------------------------ 95 to 100%.
b. Material under lawn areas --------------------- 85 to 90%. —F
C. Material adjacent to grade beams ------------- 93 to 98%.
3.07 GRADING
A. Grading Under Slabs:
I. Grading Under Slabs on Grade:
a. Shape and finish select earth fill to form the subgrade for concrete floor slabs
and platforms on grade. Fine-grade the areas to the proper elevations and
leave the compacted surfaces smooth, without waves and ruts. _
b. Furnish and place a 4"deep layer of sand under slabs and platforms. Spread
sand loose and lightly compact with tampers to a smooth, level surface.
B. Site Grading: Shape and finish earthwork to bring the site to the finish grades and elevations
shown on the drawings.
1. Establish grades by means of grade stakes placed at corners of units, at abrupt
changes of grade, and elsewhere as may be required.
2. Rough grade for walks, paaving, and site improvements to the subgrade elevations
required. Soft and unstable material which will not readily compact when rolled or
tamped shall be removed and the resulting depressions filled with stable material and
re-compacted.
3. Finish grade to the finish contours and spot grades shown. Extend cuts and fills to
feather out beyond the last finish contour or spot grade shown. Grade to uniform
levels and slopes between points for which elevations are given, round off abrupt
changes in elevation, and finish off smoothly. Finish grades shall slope away from
paved surfaces to assure proper drainage.
C. Grading Around Trees: Where grading is required within the branch spread of trees that are
to remain, perform the work as follows:
Earthwork
02200 -6
r
l. When trenching occurs,the tree roots shall not be cut but the trench shall be tunneled
under or around the roots by hand digging.
2. When the existing grade at a tree is below the new finished grade, and fill not
exceeding 6" is required, clean washed gravel graded from l" to 2" size shall be
placed directly around the tree trunk. The gravel shall extent out from trunk on all
sides a minimum of 18" and finish approximately 2" above the finish grade at the
tree. Install gravel before earth fill is placed.
3. Trees in areas where the new finish grade is to be lowered shall have re-grading work
done by hand to elevation as indicated. Existing grades immediately surrounding the
trunk shall not be altered except at the direction of the Architect.
3.08 PLACING TOPSOIL
A. Prior to placing topsoil, scarify subgrade to a depth of 6". Following scarification, topsoil
shall be spread in one 6"thick lift. Topsoil shall be compacted to the approximate density of
undisturbed soil. If there is insufficient stockpiled topsoil from on-site sources to complete
the work, bring in topsoil from off-site sources as needed. After topsoil has been placed,
blade, roll lightly, and rake as required to comply with compaction tests.
B. After placement of topsoil, Contractor shall eliminate all low or hollow places that would
allow water to stand or pond during rainfall or during operation of lawn irrigation systems.
The area shall be free of all natural debris and shall also be free of all clods and rocks which
are 1/4" in size or larger.
C. Finish surfaces shall be not more than 0.10 feet above or below established grade elevation.
D. Provide uniform roundings at top and bottom of slopes and other breaks in grade. Correct
irregularities and areas where water will stand.
E. Uniformly distribute topsoil to required grades, feather back to where grades remain
unchanged.
F. Finish lawn and unpaved areas to I" below top of walk and curbs.
3..09 PROTECTION, CLEAN-UP AND EXCESS MATERIALS
A. Protect grades from construction and weather damage, washing, erosion and rutting, and
repair such damage that occurs.
B. Correct any settlement below established grades to prevent ponding of water.
C. At locations where lime, concrete or other foreign matter has penetrated or been mixed with
earth, remove damaged earth and replace with clean matefial.
D. Remove excess stockpiled material,debris,waste and other material from site and leave work
in clean finished condition for final acceptance. Contractor is responsible for disposal of
debris and excess materials.
END OF SECTION
Earthwork
02200 -7
SECTION 02580 - PAVEMENT MARKINGS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Provisions established within the General and Supplementary General Conditions of the
Contract,Division l -General Requirements and the Drawings are collectively applicable
to this Section.
1.02 SUMMARY
A. Section Includes: Pavement marking on Portland Cement Concrete and HMAC Pavement.
1.03 REFERENCES
A. Federal Specifications (FS):
1. FS -TT-P-115E Paint, Traffic, Highway, White and Yellow.
1.04 PROJECT CONDITIONS
A. Environmental Requirements Apply paint when ambient temperature is 50'F or above,and
relative humidity is below 85%.
1.05 QUALITY ASSURANCE
A. Installer: Shall have a minimum of 2 years experience in the layout and stuping of parking
lots.
B. Job Conditions: Do not apply marking paint when weather is foggy or rainy,or ambient or
pavement temperatures are below 40° F, nor when such conditions are anticipated during
eight hours after application.
1.06 SUBMITTALS
A. Submit manufacturer's product data and installation instructions.
B. Substitutions: Submit in accordance with SECTION 01640-PRODUCT OPTIONS AND
SUBSTITUTIONS.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Traffic Paint: Fed. Spec. TT-P-I 15E, Type III alkyd-chlorinated rubber-chlorinated
paraffin marking paint. Striping colors per plans and City requirements. Provide Premium
PAVEMENT MARKINGS
02580-1
Chlorinated Rubber Base Paint as manufactured by Highway Signs & Paint, Inc. (phone
214-446-1605), or approved equivalent.
B. Cleaning Solvent: VM & P Naphtha.
2.02 EQUIPMENT
A. Applicators: Hand-operated push type marking machine or conventional airless spray
equipment with guide lines and templates.
PART 3 - EXECUTION
3.01 PREPARATION
A. Surface Conditions: Clean and dry free from dirt, loose paint, oil,grease, wax, and other
contaminants.
B. Equipment Condition: Clean previously used paint and solvent from application equipment,
using VM & P Naphtha.
C Paint Stir contents thoroughly from bottom of container. Do not thin paint. Al
D. Locate markings as indicated on Drawings. Provide qualified technician to supervise
equipment and application of markings. Layout markings using guidelines, templates and
forms.
E. Allow paving to cure before painting as required by manufacturer of traffic paint.
F. Allow protective coating to cure a minimum of 48 hours priorto application of traffic paint.
3.02 APPLICATION
A. Using approved equipment, apply paint to a minimum thickness of 15 mils. Stripes shall
be 4" wide. Marking edges of stripes and symbols shall be sharply outlined.
END OF SECTION
1
PAVEMENT MARKINGS
02580-2
SECTION 02810 - IRRIGATION SYSTEM
PART I - GENERAL
1.01 DESCRIPTION
A. Work Included:
1. Piping, fittings, and miscellaneous accessories.
2. Valves, sprinkler heads, and controllers.
3. Testing, adjusting, and balancing.
B. Related Work:
1. Trenching, Backfilling and Compacting: Section 02221.
2. Electrical requirements: Division 16.
1 .02 REFERENCE STANDARDS
A American Society for Testing and Materials (ASTM) Publications:
ASTM D 2241-89 Poly (Vinyl Chloride) (PVC) Pressure Rated Pipe (SDR Series)
ASTM D 2466-90a Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40
.ASTM D 2564-91 Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and
Fittings
.ASTM D 2855 Standard Recommended Practice for Making Solvent-Cemented
Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings
B. Natural Electric Code
C. City of Fort Worth Plumbing Code
D. Standard Plumbing Procedures
1.03 SUBMITTALS:
A. Shop Drawings: Indicate layout, circuiting, and installation details.
1.04 QUALITY CONTROL:
02810 - 1
A. Installer Qualifications: Project foreman shall have a minimum of five years experience in the Aft
installation of irrigation systems similar to the work of this project. Foreman shall be present
at all times during the installation of the irrigation system.
B. Irrigation work shall comply with the City of Fort Worth Plumbing and Electrical Codes.
C. All plastic pipe shall be certified by Manufacturer to have passed or be able to pass Anhydrous
Acetone Immersion Test.
D. Do not allow irrigation system work to be covered up or enclosed until all work has been
inspected, tested, and approved by the Architect and local governing authorities.
1.05 SUBMITTALS:
A. Product Data: Submit for Architect's approval:
1. Complete materials list.
2. Manufacturer's installation instructions which,when approved, shall become the basis
for inspection and acceptance or rejection of installed work.
3. Shop drawings shall be prepared by a Licensed Irrigator.
B. Certificate of Compliance: Indicating that all installed materials comply with the specified
requirements.
C. Extra Materials: Upon completion provide the Owner:
1. Three keys for valve locked-top.
2. Three valve couplers.
3. Three hose swivels.
D. Record Irrigation Drawings: The Contractor is responsible to prepare two (2) copies of
record drawings on blueline prints which shall show all deviations from the bid documents
made during construction. The drawings shall indicate and show approved substitutions of .,
size, material and manufacturer's name and catalog number. The drawings shall be delivered
to the Owner's designated representative prior to final acceptance of work. These drawings
shall be prepared by a Licensed Irrigator.
1.06 DELIVERY, STORAGE, AND HANDLING:
A. Deliver materials to job site in Manufacturer's original unopened packaging. Transport plastic
pipe on a vehicle long enough to allow pipe to lay flat without bending.
B. Store materials off the ground, protected from weather and damage. Do not install items that
02810 - 2
become cracked, broken, or otherwise damaged or non-functional. In the event of damage,
repair or replace at no additional cost to Owner.
PART 2 - PRODUCTS
2.01 POLY VINYL CHLORIDE (PVC) PIPE AND ACCESSORIES:
A. Pipe: ASTM D 2241, Type I, Grade 1 or 2, minimum hydrostatic design stress of 2,000 psi.
1. Minimum burst pressure:
a All mains: ASTM D 2466 Schedule 40
b. 3/4 inch diameter and smaller: 315 psi.
C, 1 inch diameter and larger: 200 psi.
2. Continuously and permanently mark with manufacturer, pipe size, IPS size, type of
material, and code number.
*� B. Fittings: ASTM D 2466 Schedule 40, Type I or II, socket type.
C. Sleeves: ASTM D 2466, Schedule 40.
D. Solvent Cement: ASTM D 2564.
E. Risers: Rainbird, or other manufacturer approved by Architect.
I. Lawn heads: Risers shall have flexible, damage-resistant rubber nipple below grade.
2. Quick coupling valves shall have multiple swing joint assembly nipples and elbows.
As per details.
3. Swing joints: Swing joints shall be Lasco O-Ring Seal type.
2.02 VALVES:
A. Wire and Splices: All wire shall be single strand solid copper, sized by the Contractor and
shall be a minimum 14 gauge with Type OF insulation which is Underwriters Laboratory
Um approved for direct underground burial when used in a National Electrical Code Class II
Circuit (30 volts AC or less) as per Articles 725 and 300. Voltage drop shall be taken into
consideration. All wire shall be color coded so that the common wire shall have white
in insulation and the signal wires shall have red insulation. All wire connectors shall have a two-
piece PVC housing which, when filled with resin epoxy and pressed together, forms a
AL permanent, one-piece, moisture-proof wire splice. All connectors shall be U.L. listed, rated
600 volt, for PVC insulated wire. No wire nuts shall be allowed. No wire splices shall be
buried. All wire connectors shall be 3M-DBY approved equal. All wire shall be considered
low incidental to the cost of the project.
02810 - 3
B. Quick Coupling Valves: Brass or bronze body and parts able to withstand pressure of 150
psi without leakage, 1 inch female inlet, IPS with one-piece, single lug, single key with self-
closing cover.
C. Double Check Valve Assembly: A double gate valve, double check valve assembly exists on
site as shown on the plans.
D.. Electric Controller and Valves: Electric irrigation controller shall be capable of operating the
stations as indicated on the drawings.
Power source shall be standard 120 Volt 670 Cycle AC. Output for operation of companion
solenoid actuated valves shall be 24 Volt 670 Cycle AC.
Wiring to valves to be as hereinbefore specified (2.1.D).
Electric remote control valves shall have brass bodies and covers and shall be globe-type
diaphragm valves of normally closed design. Operation shall be accomplished by means of
an integrally mounted heavy-duty 24-V AC solenoid complying with National Electrical .�
Code, Class II Circuit. Solenoid coil shall be potted in epoxy resin within a plastic coated,
stainless steel housing. Solenoids shall be completely waterproof, suitable for direct
underground burial. A flow stem adjustment shall be included in each valve. The valve shall
be able to be used with dirty water. The valve shall be able to compensate for pressure
through the use of a pressure regulating device. Electric remote control valves shall be Toro
252 series valves.
All ele,.Lric control valves shall be enclosed in a valve box. This valve box shall be properly
supported and of sufficient construction that tractors and mowers crossing over the box will
not push the box down and crush the pipe, valve, or box.
E. Manual Control Valves: Manual valves greater than 2" shall be all brass, gate type with solid
wedge disc and integral seats, and shall be rated at 200 pounds W.O.G. All valves shall have
wheel handles unless cross handles are called for on the plan and shall be Ohio brass 1502 and
1502-X, NIBCO #22 and #33. All manual valves 2" and smaller shall be Speers compact
design plastic ball valves produced from virgin PVC Type 1, Grade I with Viton "o" rings
with Safe-T-Shear stem or approved equal.
F. Valve Boxes:
1. Electric Valves: Boxes for electric valves 3" and smaller shall be Brooks 1419
Standard Series with snaplock cover or approved equal.
2. Wire splices: Boxes for wire splices shall be Brooks 70 Series with snaplock cover
or approved equal.
3. Manual Valves: Shall be Brooks 70 series with snaplock cover or approved equal.
G. Concrete Materials: Materials for concrete vaults, footings, and thrust blocking shall meet
the requirements of the COG Standard Specifications Institute Item 7.4, Concrete for
02810 - 4
^+ Structures. Al I concrete shall have a minimum compressive strength of 2,000 pounds per
square inch at the end of twenty-eight (28) days. Concrete shall have a minimum of four(4)
sacks (376 lbs.) of cement per cubic yard.
2.03 SPRINKLER HEADS:
A. Manufacturer's standard unit ofcycolac plastic,guaranteed to indefinitely withstand corrosive
action of soils and water used.
B. Heads shall be designed to provide uniform coverage over entire area of spray shown on
drawings at available water pressure and as follows:
C. Rotary Heads: Rotary pop-up sprinklers shall be in-line combination type with positive drive
by means of a water-driven gear motor. Nozzles shall be readily accessible without removing
the upper head assembly. Rotary type pop-up spray heads shall be Hunter as designated on
the plans.
See plans for type of nozzle to be specified.
D. Special Heads: Special heads not covered by these Specifications shall be furnished in
accordance with the specifications and details shown on the plans.
�., 2.04 AUTOMATIC CONTROL SYSTEM:
A. Controller: New controllers used on this project shall be Toro LTC as referenced on plans.
Existing controllers shall be reused on existing fields to be re-irrigated, as referenced on plans.
B. Low voltage system manufactured expressly for control of automatic circuit valves of
underground sprinkler systems. Provide capacity to suit number of circuits as indicated.
1. Control wire: LTL approved Type OF-600V, PVC jacketed, single conductor
underground cable.
2. Wire gauge as required by length of run and controller manufacturer's specification.
3. Splices for underground control wiring shall be tL approved for direct burial.
C. Control Cabinet:
1. Attach a typewritten legend inside each controller door indicating areas
covered by each remote control valve.
02810 - 5
PART 3 - EXECUTION +'
3.00 GENERAL
A. This part shall include the placing of all specified materials at the locations and elevations as
shown on the drawings or as established by the Architect.
The work performed hereunder shall conform in every respect to the Contract Documents,
the applicable City requirements, the applicable local ordinances and sanitary codes, the
regulations of the State Health Department, the regulations of the Occupational Safety and
Hazardous Administration (OSHA) and the regulations of the Environmental Protection
Agency (EPA). In the event that the Contract Documents do not adequately specify
materials, methods of construction or workmanship of any portions of the proposed work,
the North Central Texas Council of Government's (NCTCOG) Standard Specifications for
Public Works Construction, as amended in the Contract Documents, shall apply. If the
NCTCOG Standard Specifications do not adequately describe the requirements ofany portion
of the work, the Standards of the Trade shall govern.
B. The installation of the irrigation project shall be made by an individual or firm duly licensed
under Article No. 8751 VTCS, titled "Licensed Irrigators Act", S.B. No. 259 as passed by ,
the 66th Legislature. The Contractor shall be specialized in commercial landscape irrigation
installation and shall be approved by the Owner's designated representative. All work shall
be supervised on the site by a licensed Irrigator by the State of Texas.
3.01 SYSTEM DESIGN I
A. Design Pressures: City Water Supply pressure and as indicated on the drawings.
B. Design location of heads is approximate. Make adjustments as necessary to avoid
obstructions.
C. Where piping, heads, valves, or other elements of the system are indicated under paved areas
but running parallel or adjacent to planting areas, without indication of sleeves or other
special accommodations, the intention is for the items to be installed in the planting area.
D. Piping Layout: Piping layout is diagrammatic. Route piping around existing trees and shrubs
in such manner as to avoid damage to plantings. Do not dig within the ball of newly planted
trees or shrubs. In areas where existing trees are present, trenches will be adjusted on-site to
provide a minimum clearance of four feet between the drip line of any tree and any trench.
The Contractor shall notify the Owner's representative in writing of a planned change in
trench routing from that shown on the drawing.
E. Contractor's Responsibility: The Contractor shall not willfully install the irrigation system as
shown on the drawings when it is obvious in the field that obstructions, grade differences or
02810 - 6
discrepancies in equipment usage, static water pressure, or area dimensions exist that might
not have been considered in the engineering. Such obstructions or differences shall be
brought to the attention of the Owner's designated representative in writing before work
commences. In the event this notification is not performed, the Contractor shall assume full
responsibility for any revision necessary.
3.02 PREPARATION:
A. Prior to start of irrigation work inspect site to verify that the system may be installed as
indicated. Do not begin work until unsuitable conditions have been corrected.
B. Verify location of existing underground utilities prior to start of trenching.
C. Field verify all dimensions.
D. Existing Utilities:
1. Locations and elevations of various utilities included with the scope of this work have
been obtained from the most reliable sources available and should serve as a general
guide without guarantee to accuracy. The Contractor shall examine the site and verify
to his own satisfaction the locations and elevation of all utilities and availability of
utilities and services required. The Contractor shall inform himself as to their relation
to the work and the submission of bids shall be deemed as evidence thereof. The
Contractor shall repair, at his own expense, and to the satisfaction of the Owner's
designated representative, damage to any utility shown on or not shown on the plans.
2. Should utilities not shown on the plans be found during excavations, Contractor
should promptly notify designated representative for instructions as to further action.
3. Contractor shall make necessary adjustments in the layout as may be required to
connect existing stubouts, conduit locations, etc., should such stubouts or locations
not be located exactly as shown, and as may be required to work around existing
work at no increase in cost to the Owner. All such work will be recorded on as-built
drawings and turned over to the Owner's designated representative prior to final
payment.
r3.03 PIPING SYSTEM:
A. Trenching: Refer to Section 02221. All lateral piping shall be buried a minimum of 12 inches
below finished grade. All main piping shall be installed with a minimum of 18" of cover.
B. Carefully inspect all pipe and fittings prior to installation. Remove all dirt, burrs and reaming.
C. Lay pipe on solid subbase with markings up, uniformly sloped, as indicated. Connect piping
02810 - 7
to building system in location indicated.
1. Slope circuit piping to drain valve at least 1/2-inch in 10 feet of run.
2. Seal all wall penetrations.
3. Restore damaged landscaping.
D. All piping passing under paving or other slabs more than 6 feet wide shall be installed in
Schedule 40 PVC sleeves.
E. Make all piping joints with specified solvent cement. Joints shall set a minimum of 15 minutes
prior to handling or moving, and 24 hours prior to filling with water.
F. Centerload piping with a small amount of backfill to prevent arching and whipping under
pressure.
G. Backfill trenches in accordance with Section 02221 after all inspections and corrections have •
been made and the system has been accepted by the Architect.
H. PVC pipe shall not be installed when there is water in the trench, nor shall PVC pipe be laid
when temperature of 40 degrees or below or when rain is eminent. PVC pipe will expand and
contract as the temperature changes. Therefore, pipe shall be snaked from side to side of
trench bottom to allow for expansion and contracting.
I. Control Wire Installation:
1 All control wire less than 500 feet in length shall be continuous without splices or
Joints from the controller to the valves. Connections to the electric valves shall be
made within 18 inches of the valve using connectors specified in paragraph 2.1.D
unless otherwise approved by the Owner's designated representative in writing.
2. All control wires shall be installed at least 18 inches deep in ditches in accordance
with Details of the Irrigation Drawings. Contractor shall obtain the Owner's approval
for wiring routing when installed in separate ditch. Control wires may be installed in
a common ditch with piping; however, wires must be installed a minimum of 4 inches
from piping as per Details of the Irrigation Drawings.
3. All wire passing under existing or future paving, sidewalk, construction, etc., shall be
encased in a PVC or galvanized steel conduit extending at least 12 inches beyond ~"
edges of paving, sidewalks or construction.
3.04 EQUIPMENT.-
A.
QUIPMENT:A. Circuit Valves: Install in valve box, arranged for easy adjustment and removal, buried deep
enough that valve box lid will not protrude above grade.
1. Provide union on downstream side and ball valve on upstream side per details.
2. Adjust automatic control valves to provide flow rate of rated operating pressure for
02810 - 8
w.
each sprinkler circuit.
3. Install a different colored valve wire from controller to each valve installed.
D. Sprinkler Heads: Install in accordance with manufacturer written instructions.
1. Install lawn heads flush with finish grade, and no closer than 1-1/2 inches from walks,
paving, and curbs.
2. Locate part-circle heads to maintain a minimum distance of 4 inches from walls and
2 inches from other boundaries, unless otherwise indicated.
3. Rotary Heads: Rotary pop-up heads shall be installed as per the Irrigation Drawings.
Rotary pop-up heads shall be installed on a swing joint assembly. After the head
height has been determined, a Schedule 80 PVC extension shall be added between the
head and swing nipple in order to maintain a head height flush with grade until grass
is established. Under the warranty, the Contractor must return after grass is
established and adjust heads to proper grade.
4. Quick Coupling Valves: Quick coupling valves shall be installed with the top of the
cover '/--,-inch below the finish grade. Quick coupling valve shall be installed on a
swing joint assembly with a 1 inch Ball valve. A valve box shall be installed around
the quick coupling valve. Under the warranty, the Contractor must return after grass
is established and adjust heads and boxes to proper grade.
5. Thrust Blocking: All main line piping shall be installed with concrete thrust blocking.
For thrust blocking of main line piping see Details of the Irrigation Drawings.
E. Automatic Controllers: Install wiring in conduit from timer to point of direct burial. Set as
directed by Owner.
1. Manual and Electric Valves: Manual and electric valves shall be sized and located
where shown on plans. Top of valve boxes shall be flush with finished grade. The
Contractor will be required to adjust after establishment of grass. Valve boxes shall
be properly supported and of sufficient construction that tractors and mowers
crossing over the boxes will not push boxes down and crush the pipe, valve or box.
2. Electric Controllers and Valves:
a. Electric controller(s) shall be located as shown on the plans and shall be
capable of operating the number of stations indicated on the plans. The
Contractor shall install the size controller specified on the plans.
b. Controller shall be located where shown on the plans and, if possible, oriented
in such a manner as to allow the operator to view a maximum area of the
irrigation system.
C. The Contractor shall provide electrical service as required to controller
location. All electrical work shall be done in accordance with all applicable
codes and standard industry procedures. 115 Volt or larger services shall be
installed a minimum 24" deep and shall be placed in PVC conduit.
02810 - 9
d. It will be the responsibility of the contractor to furnish and install the proper
size wire on each of the low voltage circuits from the master control center
to the various section automatic valves. Also see Section 2.I.D.
e. Consideration will be given to each circuit for allowance voltage drop and
economy consistent with accepted practices of electrical installation. Under
no circumstances shall the voltage of any branch circuit be reduced more than ~~
proper due to length of run exceeding the maximum allowable for the wire
size used.
f. Remote electrical control valves shall be located and sized as shown on the
plans. All electrical connection shall be made when the weather is dry with
connection kits in strict accordance with manufacturer's recommended
procedures. Contractor shall submit connection kit data as required under
Section 1.3.
F. Automatic Sensors: Provide freeze and rain protection by use of Weathermatic 9950 Rain-
stat and Penn A-19 temperature sensor. Mounting locations will be approved by Landscape
Architect. Each controller will be provided with a bypass switch box to allow a manual
override of the sensors.
3.05 TESTING, ADJUSTING, AND BALANCING:
A. Notify Architect a minimum of 48 hours prior to start of testing. Conduct all tests in presence
of Architect.
B. Flushing:
1. Prior to backfilling, with all control valves in place but before lateral pipes are
connected, completely flush and test the main line and repair all leaks.
2. Flush out each section of lateral pipe before sprinkler heads are attached.
C. Testing: Furnish all required personnel and equipment to accomplish testing as follows:
I. Thoroughly bleed line of all air and debris. Fill and maintain line full of water for a
minimum period of 24 hours immediately prior to the test.
2. After valves are installed, test all live water lines for leaks at a pressure of 150 psi for
a continuous period of 2 hours, with all couplings exposed and with all pipe sections
center loaded.
3. Correct all leaks and retest until system is accepted by the Architect. M
D. Thoroughly clean, adjust, and balance all systems.
1. Final Adjustment:
a. After installation has been completed, make final adjustment of sprinkler
02810 - 10
system preparatory to the Owner's designated representative's final inspection.
b. Completely flush system to remove debris from lines by removing nozzle from
heads on ends of lines and turning on system.
C. Check sprinklers for proper operation and proper alignment for direction of
throw.
d. Check each section of spray heads for operating pressure and balance to other
sections by use of flow adjustment on top of each valve.
e. Check nozzling for proper coverage. Prevailing wind conditions may indicate
that arc of angle of spray should be other than as shown on drawings. In this
case, change nozzles to provide correct coverage and furnish record data to
Owner's designated representative with each change.
f. After system is thoroughly flushed and ready for operation, each section of
sprinklers must be adjusted to control pressure at heads Use the following
method, one section at a time:
1) Remove last head on section and install a temporary rise above grade.
Install tee with pressure gauge attached on top of riser and reinstall
head with nipple onto tee.
2) Correct operating pressure at last head of each section as follows:
Spray Heads - 25 psi
Rotary Heads - 3 5 psi
Or as per manufacturer's recommendations
3) After replacing head, at grade, tamp thoroughly around head.
g. The Contractor shall furnish all water necessary for testing, flushing and
jetting unless noted otherwise.
E. Demonstrate complete system to Architect and Owner's ,epresentatives:
I . Show that all remote control valves are properly balanced and that all heads are
properly adjusted for radius and arc coverage.
2. Instruct Owner's maintenance personnel in the operation and maintenance of the
irrigation system. Include contents of the Owner's Manual,
3. Guarantee and Maintenance:
go a. The Contractor shall guarantee material and workmanship for one year after
installation including repair and replacement of defective materials,
workmanship and repair of backfill settlement. Contractor shall provide
'� maintenance for one year after installation.
b. Maintenance shall include, but not necessarily be limited to, the following:
OR 1) Adjustment of sprinkler height and plumb to compensate for settling.
2) Adjustment of head coverage as necessary.
3) Unstopping heads plugged by foreign material.
4) Adjustment of controller as necessary to insure proper performance.
5) Cleaning to insure heads pop-up and pop-down properly.
6) All maintenance necessary to keep the system in good operating order.
r■
*** END OF SECTION ***
02810 - 11
SECTION 02830 - GALVANIZED CHAIN LINK FENCING
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Provisions established within the General and Supplementary General Conditions of the Contract,
Division I -General Requirements, and the Drawings are collectively applicable to this Section.
1.02 SCOPE
A. Section Includes: Galvanized chain link fences, gates, and backstops.
1.03 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM A 153-82 (1987) Specification for Zinc Coating (Hot-Dip) on Iron and Steel
Hardware
2. ASTM A 392-84 Specification for Zinc-Coated Steel Chain-Link Fence Fabric
3. ASTM A 446/A 446M-87 Specification for Steel Sheet, Zinc-Coated (Galvanized) by the
Hot-Dip Process, Structural (Physical) Quality
4. ASTM A 569/A 569M-85 Specification for Steel, Carbon (0.15 Maximum, Percent), Hot
Rolled Sheet and Strip Commercial Quality
5. ASTM A 641-82 Specification for Zinc-Coated (Galvanized) Carbon Steel Wire
6. ASTM A 824-86 Specification for Metallic-coated Steel Marcelled Tension Wire for Use
With Chain Link Fence
7. ASTM C 33-86 Specification for Concrete Aggregates
8. ASTM C 150-86 Specification for Portland Cement
9. ASTM F 567-84 Standard Practice for Installation of Chain Link Fence
10. ASTM F 669-81 (1985) Specification for Strength Requirements of Metal Posts and Rails
for Industrial Chain Link Fence
11. ASTM F 900-84 Specification for Industrial and Commercial Swing Gates
12. ASTM F 1083-87 Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized)
Welded, for Fence Structure
B. Chain Link Fence Manufacturer's Institute(CLFMI) Publications:
1. Product Manual
1.04 SUBMITTALS
A. Product Data: Submit in accordance with SECTION 01340 - SHOP DRAWINGS, PRODUCT
DATA, AND SAMPLES. Include manufacturer's installation instructions.
GALVANIZED CHAIN LINK FENCING
02830 - I
PART 2 - PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Provide chain link fences and gates as manufactured by one of the following:
Allied Tube and Conduit Corp.
American Chain Link Fence Company
American Tube Company
Anchor Fence, Inc.
Capitol Wire and Fence Co., Inc.
Century Tube Corp.
Cyclone Fence DivJIJSX Corp.
2.02 MATERIALS
A. Steel Fabric: Comply with Chain Link Fence Manufacturer's Institute (CLFMI) Product Manual.
Furnish one-piece fabric widths for fencing up to 12 feet high. All fencing shall have a knuckled
selvage top and bottom. Wire size includes zinc coating. Provide 2 inch mesh, 9 gage (0.148 inch
diameter) wire, typical.
B. Galvanized Steel Finish: ASTM A 392, Class 1,with not less than 1.2 oz. zinc per sq. ft.of uncoated
wire surface.
C. Framing: Strength requirements for posts and rails shall comply with ASTM F 669.
D. Pipe shall be straight, true to section,material, and sizes specified,and shall conform to the following '-
weights per foot:
NPZS in Outside Diameter Type 1 Type II
inches (OD) in inches Steel Steel
1-1/4 1.660 2.27 1.84
1-1/2 1.900 2.72 2.28 -M
2 2.375 3.65 3.12
2-1/2 2.875 5.79 4.64
3-1/2 4.000 9.11 6.56 •.�
E. Steel Framework, General. Posts, rails, braces, and gate frames.
1. Type I Pipe: Hot-dipped galvanized steel pipe conforming to ASTM F 1083, plain ends, �.
standard weight(schedule 40)with not less than 1.8 oz. zinc per sq.ft. of surface area coated.
2. Type II Pipe: Manufactured from steel conforming to ASTM A 569 or A 446,grade D,cold
formed, electric welded with minimum yield strength of 50,000 psi and triple coated with
minimum 0.9 oz. zinc per sq. ft. after welding, a chromate conversion coating and a clear
polymer overcoat. Corrosion protection on inside surfaces shall protect the metal from
corrosion when subjected to the salt spray test of ASTM B 117 for 300 hours with the end ..
point of 5 percent Red Rust.
F. End, corner, and pull posts: 2 7/8" OD Type I or II steel pipe, 2 1/2" square steel tubing weighing
5.10 lbs. per in. ft., or 3 1/2" by 3 1/2" roll-formed sections weighing 4.85 lbs. per in. ft.
GALVANIZED CHAIN LINK.FENCING
02830 -2
G. Line or intermediate posts: 2 3/8" OD Type I or [[ steel pipe, 2 1/4" by 1 7/10" C section weighing
2.70 lbs. per in. ft., or 2 1/4" by 1 7/10" galvanized steel H section weighing 3.26 lb. per. in. ft.
H. Gate Posts: Furnish posts for supporting single gate leaf, or one leaf of a double gate installation, 4"
OD Type I or I1 steel pipe.
�. 1. Top Rail: Manufacturer's longest lengths, with expansion-type couplings, approximately 6 inches
long, for each joint. Provide means for attaching top rail securely to each gate corner, pull, and end
post.
1. Galvanized Steel: 1-1/4"NPS(1.66 inch OD)Type I or I1 steel pipe or 1-5/8" by 1-1/4" roll-
formed C sections weighing 1.35 Ib. per ft.
J. Bottom and Intermediate Rail: 1.66" OD schedule 40 galvanized steel pipe 2.27 lbs. per ft., with rail
end clamps at each post.
K. Tie Wires: 12-gauge (0.106 inch diameter)galvanized steel with a minimum of 0.098 oz. per sq. ft.
of zinc coating of surface area in accordance with ASTM A 641, Class 3.
L. Post and Line Caps: Provide weathertight closure cap for each post. Provide line post caps with loop
to receive tension wire or top rail.
M. Tension or Stretcher Bars: Hot-dip galvanized steel with minimum length 2 inches less than full height
r offabric, minimum cross-section of 3/16 inch by 3/4 inch and minimum 1.2 oz. zinc coating per sq.
ft. of surface area. Provide one bar for each gate and end post, and two for each corner and pull post,
except where fabric is integrally woven into post.
N. Tension and Brace Bands: Minimum 3/4 inch wide hot-dip galvanized steel with minimum 1.2 oz.zinc
coating per sq. ft. of surface area.
1. Tension and Brace Bands: Minimum 12 gage (0.105 inch) thick.
O. Concrete: Provide concrete consisting of Portland cement, ASTM C 150, aggregates ASTM C 33,
and clean water. Mix materials to obtain concrete with a minimum 28 day compressive strength of
2500 psi. Use at least 4 sacks of cement per cu.yd., I inch maximum size aggregate,maximum 3 inch
slump, and 2 to 4 percent entrained air.
a.
2.03 GATES
A. Fabrication: Fabricate perimeter frames of gates from metal and finish to match fence framework.
Assemble gate frames by welding. Provide horizontal and vertical members to ensure proper gate
operation and attachment of fabric, hardware, and accessories. Space frame members maximum of
am 8 feet apart.
1. Provide same fabric as for fence. Install fabric with tension bars and bands to vertical edges
and at top and bottom edges.
lw 2. Install diagonal cross-bracing consisting of 3/8 inch diameter adjustable length truss rods on
gates to ensure frame rigidity without sag to twist.
B. Swing Gates: Comply with ASTM F 900. Fabricate perimeter frames of minimum 1.90 inch OD
Type I or 1I steel pipe or 2.00 inch square galvanized steel tubing weighing 2.60 lb. per sq. ft.
GALVANIZED CHAIN LINK FENCING
02830 - 3
C. Gate Hardware: Provide hardware and accessories for each gate,galvanized per ASTM A 153, and
in accordance with the following:
I. Hinges: Size and material to suite gate size, non-lift-off type, offset to permit 180°and 270°
gate opening. Provide 1 1/2 pair of hinges for each leaf over 6 foot nominal height.
2. Latch: Forked type or plunger-bar type to permit operation from either side of gate, with
padlock eye as integral part of latch.
3. Gate Stops: Provide gate stops for double gates,consisting of mushroom-type flush plate with
anchors, set in concrete, and designed to engage center drop rod or plunger bar. Include
locking device and padlock eyes as integral part of latch, permitting both gate leaves to be
locked with single padlock.
PART 3 - EXECUTION
3.01 INSTALLATION
A. General: Install fence in compliance with ASTM F 567. Do not begin installation and erection before
final grading is completed.
B. Excavation: Drill or hand-excavate(using post-hole digger)holes for posts to diameters and spacings
indicated, in firm, undisturbed or compacted soil.
1. Excavate holes for each post to minimum diameter recommended by fence manufacturer,but
not less than 4 times largest cross-section of post.
2. Excavate hole depths approximately 3 inches lower than post bottom, with bottom of posts
set not less than 36 inches below finish grade surface.
C. Setting Posts: Center and align posts in holes 3" above bottom of excavation. Space maximum 10
feet o.c. Protect portion of posts above ground from concrete platter. Place concrete around posts and
vibrate or tamp for consolidation. Check each post for vertical and top alignment,and hold in position
during placement and finishing operations. Extend concrete footings 2 inches above grade and trowel
to a crown to shed water.
D. Top Rails: Run rail continuously through line post caps, bending to radius for curved runs and at
other posts terminating into rail end attached to posts or post caps fabricated to receive rail. Provide
expansion couplings as recommended by fencing manufacturer.
E. Brace Assemblies: Install braces so posts are plumb when diagonal rod is under proper tension.
F. Fabric: Leave approximately 2 inches between finish grade and bottom selvage. Pull fabric taut and
tie to posts, rails, and tension wires. Install fabric on security side of fence,and anchor to framework
so that fabric remains in tension after pulling force is released.
G. Tension of Stretcher Bars: Thread through or clamp to fabric 4 inches o.c.,and secure to end,corner,
pull, and gate posts with tension bands spaced not over 15 inches o.c.
H. Tie Wires: Use U-shaped wire of proper length to secure fabric firmly to posts and rails with ends
twisted at least 2 full turns. Bend ends of wire to minimize hazard to persons or clothing.
1. Maximum Spacing: Tie fabric to line posts 12 inches o.c. and to rails and braces 24 inches
o.c.
GALVANIZED CHAIN LINK FENCING
02830 -4
r
1. Fasteners: Install nuts for tension bands and hardware bolts on side of fence opposite fabric side.
Peen ends of bolts or score threads to prevent removal of nuts.
J. Gates: Install gates plumb, level,and secure for full opening without interference. Install ground-set
items in concrete for anchorage. Adjust hardware for smooth operation and lubricate where necessary.
*** END OF SECTION ***
GALVANIZED CHAIN LINK FENCING
02830 - 5
SECTION 02870 -SITE FURNISHINGS
PART 1 - 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.
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 standards 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.
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.
C. Give all manufacturer's labels and installation instructions to the Landscape Architect.
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.
PART 2 - PRODUCTS
2.01 PARK EQUIPMENT
A. Bleachers - 5 Row, 15' Long Bleachers:
I. Approved Products: Miracle No. 1045-I. Color shall be blue or red per site plan
instructions.
SITE FURNISHINGS
02870-1
B. Benches-8',Inground Players Benches. Color shall be blue or red per site plan instructions.
1. Approved Products: Miracle No. 124027. Color shall be blue or red per site plan.
C. Soccer Goals - 4" x 4" Steel Goals 24'W x WH x 10'D. 64" square steel wlute goal face.
Heavy wall Flo-coated galvanized steel tubing side wings and bottom rear crossbar.
1. Approved Products: BSN Sports No. STSNCAAS.
2.02 SUPPLIERS
A. Miracle Recreation Equipment Company is represented by:
Harper & Associates
P. 0. Box 838
Allen, Texas 75013
1-800-982-8973
B. BSN Sports is represented by:
BSN Sports
P.O. Box 7726
Dallas, Texas 75209
1-800-527-7510
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 unless otherwise stated.
C. Set all benches, tables and bollards level.
END OF SECTION
SITE FURNISHINGS
02870-2
SECTION 02930 - LAWNS - HYDRO-MULCHING
PART ] - GENERAL
1.01 SUMMARY
A. Section Includes: Soil preparation,fertilization,planting,and other requirements regarding hydro-
mulching operations to turfgrass areas as indicated on the plans.
B. Related Sections:
r1. Section 02200 -Earthwork; topsoil.
C. Scope: It is the responsibility of the Contractor to seed all disturbed areas of the site as required
herein.
1.02 SUBMITTALS:
A. Product Data: Submit in accordance with Section 01340. Submit a sample label or specification
for each type of fertilizer.
1.03 QUALITY ASSURANCE:
A. Establishment and Acceptance: Regardless of unseasonable climatic conditions or other adverse
conditions affecting planting operations and the growth of the grass, it shall be the sole
responsibility of the Contractor to establish a uniform stand of grass. When adverse conditions
such as drought,cold weather,high winds,excessive precipitation,or other factors prevail to such
an extent that satisfactory results are unlikely, the Owner may, at his own discretion, stop an%
phase of the work until conditions change to favor the establishment of grass.
I. Uniform Stand of Grass: A uniform stand with complete coverage of the specified grass
shall be defined as not less than 150 growing plants per square foot for seeded areas.
TB. Post Planting Maintenance: Maintenance shall begin immediately after each portion of grass area
is planted. All planted areas will be protected and maintained by watering, weeding, and
replanting as necessary until receipt by Owner of Certificate of Occupancy or as much longer as
necessary to establish a uniform stand with complete coverage of the specified grass. Grass shall
be mowed once a week by the Contractor until final acceptance. All water equipment deemed
necessary by the Contractor will be provided by the Contractor. Contractor will pay for all water
required for watering.
1.04 WARRANTY:
A. Grass shall be guaranteed by the Contractor for 30 days after the date of substantial completion
for the project,or attainment of the required stand of grass,which ever is later. During this time,
the Contractor shall be responsible for all watering, weeding, mowing, fertilization, other
LAWNS -HYDRO-MULCHING
02930-1
maintenance as required, and replanting.
I. At the end of the 30-day warranty period,the grass will be re-inspected by the Owner and
any defective areas will be repaired or replaced by the Contractor.
2. The grass will be re-inspected in subsequent 30-day intervals as required until all
defective areas comply with subsection 3.01, D. All costs associated with the initial 30-
day warranty period and subsequent 30-day periods,if required,shall be the responsibility
of the Contractor.
PART 2 - PRODUCTS
.a
2.01 MATERIALS:
A. Bermudagrass Seed: Grass seed shall be Cynondon Dactvlon(Common Bermudagrass). The seed —F
shall be harvested within I year prior to planting; free of Johnsongrass, field bind weed, doddler
seed,and free of other weed seed to the limits allowable under the Federal Seed Act and applicable
seed laws. The seed shall not be a mixture. The seed shall be hulled, extra fancy grade, treated
with fungicide, and have a germination and purity that will produce, after allowance for Federal
Seed Act tolerance, a pure live seed content of not less than 85%, using the formula, purity %
times (germination %times plus hard or sound seed%). Seed shall be labeled in accordance with
U.S. Department of Agriculture rules and regulations.
B. Fertilizer: Fertilizer shall be a commercial product, uniform in composition, free flowing, and
suitable for application with approved equipment. Fertilizer shall be delivered to the site in fully
labeled original containers. Fertilizer which has been exposed to high humidity and moisture,has
become caked or otherwise damaged making it unsuitable for use, will not be acceptable.
1. Initial Planting Application: Fertilizer for the initial planting application shall.be of an
organic base containing by weight the following (or other approved) percentages of
nutrients: 15-10-5 (N-P-K), also containing 10-15%sulfate and traces of iron and zinc
as required and approved by the Owner.
2. Post Planting Application: Fertilizer for the post planting application will be a chemical
base fertilizer containing by weight the following percentages of nutrients: 21-0-0(N-P-
K) ammonium sulfate or the nitrogen equivalent of 33-0-0 ammonium nitrate.
C. Hydro-Mulch: Provide Conwed Hydro-Mulch. All mulch will be manufactured from hardwoods
only and will be refined specifically for lawn hydro-mulch applications.
D. Topsoil shall be as described in Section 02200.
,.a
..
LAWNS- HYDRO-MULCHING
02930-2
PART 3 - EXECUTION
3.01 INSTALLATION
A. Soil Preparation:
1. Tillage: Tillage shall be accomplished to loosen the soil,destroy existing vegetation,and
prepare an acceptable seed bed. All areas shall be tilled with heavy duty disc or chisel-
type breaking plow, chisels set not more than 10" apart. Initial tillage shall be done in a
crossing pattern for double coverage, then followed by a disc harrow. Depth of tillage
shall be 6".
2. Cleaning: All rocks and clods 3/4" in size or larger shall be removed from the fine graded
area. Soil shall be further prepared by the removal of debris,including building materials,
rubbish, weeds, concrete chips and small pieces of wood, regardless of size.
3. Fine Grading: After tillage and cleaning, all areas to be planted shall be leveled, fine
graded, and drug with a weighted spike harrow or float drag. The required result shall
be the elimination of ruts or depressions that would cause water to stand or pond
immediately after rainfall or operation of the lawn irrigation system, humps, and
objectionable soil clods. This shall be the final soil preparation step to be completed
before the commencement of fertilizing and planting.
B. Fertilizing:
1. Initial Planting Application: The specified fertilizer shall be applied at the rate of 18
pounds per 1,000 square feet (800 pounds per acre).
a. Timing: The initial planting application of fertilizer shall be applied after the soil
preparation,but not more than 2 days prior to grass planting. Fertilizer shall be
applied over sod after planting, but not more than 2 days later.
2. Post Planting Application: Thirty days after planting, grass areas shall receive an
application of 2 1-0-0 or 33-0-0 fertilizer at the rate of 9 pounds per 1,000 square feet
(400 pounds per acre).
a. Timing: The Landscape Architect will determine if it is too late in the growing
season for the post planting application. In the event that it is, the application
shall be made in the spring of the next year, or the cost of the application shall
become a credit due to the Owner.
3. Post Planting Maintenance: Areas without a uniform stand (complete coverage) shall
receive subsequent applications of fertilizer, as described above, every 30 days until a
uniform stand is achieved.
C. Planting.
I. Hydroseeding: Following soil preparation, Bermudagrass seed, fertilizer, mulch, and
water shall be mixed together and applied to the planting area in the following quantities
LAWNS -HYDRO-MULCHING
02930-3
and rates using conventional "Hydro-Mulch" equipment as manufactured by the Bowie
Machine Works:
ITEM RATE PER ACRE
Grass Seed 110 pounds
Fertilizer 800 pounds
Water As needed
Wood Fiber Mulch Minimum as needed to achieve marking of
seeded areas
a. Timing: Under no circumstances shall grassing operations occur in planting
periods other than the following: April 15 to August 30 of the year of project
substantial completion. If grassing operations cannot be accomplished during
these periods the Contractor shall establish an interim stand of winter rye grass,
then remove the rye and provide specified grass during the next period in the
following year.
D. Acceptance of grass for the purpose of establishing the date of Substantial Completion and
subsequent re-inspection shall be based on the following minimum
requirements:
1. Grass must indicate weed-free uniform, healthy, and vigorous growth, devoid of
discoloration and signs of dehydration.
2. The grade shall be free of low or hollow places so that water shall not stand or pond
during rains or irrigation operation.
3. Grass shall be firmly rooted so that sections cannot be removed.
E. Protection: No heavy equipment shal I be moved over the planted lawn area unless the soil is again
prepared, graded, leveled, and replanted. Protect all paving surfaces, curbs, utilities, plant
materials,and any other existing improvements from damage by heavy equipment. Any damages
shall be repaired or replaced at no cost to the Owner.
F. Erosion Control: Throughout the project and the maintenance period for grass, it is the
Contractor's responsibility to maintain the topsoil in place at specified grades. Topsoil and grass
losses due to erosion shall be replaced by the Contractor until establishment and acceptance is
achieved.
G. Clean Up: Contractor shall remove excess material or debris brought onto the site or unearthed
as a result of hydro-mulching operations.
*** END OF SECTION ***
LAWNS -HYDRO-MULCHING
02930-4
am
SECTION 02935 - LAWNS - SPRIGGING
PART 1 - GENERAL
1.01 DESCRIPTION
A. Work Included: Lntersprig all areas to be planted with Texas Certified Hybrid 419 Bermuda at the rate
of three hundred fifty (350) bushels per acre.
1.02 SUBMITTALS
A. Certification of Texas Hybrid 419 Bermuda sprig variety.
1.03 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Bermuda Sprigs:
1. Sprigs shall be harvested within twelve (12) hours prior to planting.
2. Sprigs shall not be allowed to dry out prior to planting.
1.04 JOB CONDITIONS
A. Planting: Only during suitable weather conditions.
B. Protect and maintain areas until project is complete.
PART 2 - PRODUCTS
2.01 MATERIALS:
A. Bermuda Grass Sprigs: The sprigs planted, three hundred fifty (350)bushels per acre, shall be of the
type specified, Texas Hybrid 419 Bermuda.
PART 3 - EXECUTION
3.01 SPRIG BED PREPARATION
A. As prepared in Section 02100, Site Preparation.
3.02 SPRIG INSTALLATION
i
A. Mechanical sprigging to be performed by a grass sprigging machine able to apply three hundred fifty
(350) bushels of Bermuda grass per acre.
B. Perform all necessary steps to insure the sprigs will take root.
LAWNS-SPRIGGING
02935-1
C. Fields: Keep moist, by daily water application, if necessary:
1. For a minimum of ten(10) days-, or
2. Until sprigs have rooted in soil.
3.03 MAINTENANCE AND MANAGEMENT
A. Includes protection, replanting, maintaining grades, repair of erosion damage.
B. Replanting:
1. Replant areas where a stand of grass is not present in a reasonable length of time.
2. A"stand"shall be defined as live grass plants occurring from sprigging at the rate which does
not create bare spots greater than one-fourth(1/4) of a square foot.
C. Maintaining Grades:
I. Repair erosion damage promptly.
2. Ruts, ridges, tracks and other surface irregularities shall be corrected.
3. Replant all damaged areas prior to acceptance.
*** END OF SECTION ***
LAWNS-SPRIGGING
02935-2
wo
SECTION 03200— CONCRETE REINFORCEMENT
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Provisions established within the General and Supplementary Conditions of the Contract,
Division 1 - General Requirements, and the Drawings are collectively applicable to this
Section.
1.02 SUMMARY
A. Section Includes:
1. Reinforcement with accessories for the cast -in-place concrete.
�+ 2. Reinforcing steel bars, welded steel wire fabric and fibrous reinforcement for cast-m-
place concrete.
3. Support chairs, bolsters and spacers, for supporting reinforcement.
B. Related Sections:
1. Section 02370 - Cast-in-Place Concrete Piers
2. Section 03300 - Cast-in-Place Concrete
1.03 REFERENCES
A. American Concrete Institute (ACI):
1. ACI 3318 - Building Code Requirements for Reinforced Concrete.
B. American Society for Testing and Materials (ASTM):
1. ASTM A 185 - Specification for Steel Welded Wire, Fabric, Plain, for Concrete
Reinforcement.
2. ASTM A 615 - Specification for Deformed and Plain Billet-Steel Bars for Concrete
�J Reinforcement.
C Concrete Reinforcing Steel Institute (CRSI):
I. CRSI Manual of Standard Practice , latest edition.
1.04 SUBMITTALS
A. Shop Drawings: Submit in accordance with Section 01640 PRODUCT OPTIONS. Drawings
shall show the size, length, form and position of bar reinforcing and accessories.
B. Certification: Submit a letter certifying that the reinforcing bars comply with specified
standard for grade.
1.05 QUALITY ASSURANCE
CONCRETE REINFORCEMENT
03200-1
A. Standard: Reinforcement shall meet the requirements of ACI 318.
1.06 DELIVERY AND STORAGE
A. Stack reinforcing steel in tiers and mark so that each length, size, shape and location can be
readily determined. Exercise care to maintain reinforcement free of dirt, mud, paint or rust.
B. Store materials and accessories on dunnage and under protective sheeting.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Reinforcing Bars: ASTM A 615, Grade 60 deformed billet steel. -�
B. Reinforcing Fabric: ASTM A 185, welded steel wire fabric in flat sheets.
C. Tie Wire: 16 gauge annealed steel wire.
D. Accessories: Anchors, dowels, spacers, chairs, bolsters and other devices for supporting and
fastening reinforcement and normally considered as accessories to the concrete work.
2.02 FABRICATION
A. Fabricate reinforcing bars to conform to the required shapes and dimensions, with fabrication
tolerances complying with the CRSI Manual.
B. In case of fabricating errors, do not straighten or re-bend reinforcement in a manner that will
weaken or injure the material.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Placing Steel:
I. Place reinforcement in accordance with CRSI" Placing Reinforcing Bars" and ACI 318,
with provisions of ACI 318 governing.
2. Assemble reinforcing steel in the forms, wired and fastened securely. Bending shall be
done cold. Bars with kinks or bends not detailed shall be rejected.
3. Clean reinforcing steel of loose rust,null scale,grease,dirt and other coatings which will
reduce or destroy bond with the concrete. A thin film of tight rust will not be
objectionable. 4. Position, support and secure reinforcement to resist displacement by
formwork, construction and concrete placing operations.
5. Locate and support reinforcement by metal chairs,runners,bolsters,spacers and hangers.
6. Place reinforcement to obtain minimum coverages for concrete protection.
CONCRETE REINFORCEMENT
03200-2
7. Arrange,space and securely tie bars and bar supports together with the specified tie wire.
8. Set wire ties so twisted ends are directed away from exposed concrete surfaces.
9. Support reinforcement and fasten together to prevent displacement by construction loads
of placing concrete.
10. Over formwork, use metal or plastic bar chairs and spacers to support reinforcement.
11. Where concrete surface wil l be exposed to weather in finished structure,use noncorrosive
or corrosion protected accessories within 1/2" of concrete surface.
12. Where successive mats of reinforcing fabric are continuous, overlap welded wire fabric
so that overlap measured between outermost cross wires of each fabric sheet is not less
than spacing of cross wires plus 2".
13. Bars having splices not shown on shop drawings will be subject to rejections.
14. Do not bend reinforcement after being embedded in hardened concrete.
15. Do not allow bars to be in contact with dissimilar materials.
END OF SECTION
CONCRETE REINFORCEMENT
03200-3
SECTION 03300— CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Concrete Paving
B. Concrete Foundations and Footings
C. Cast-In-Place Concrete Piers
1.02 QUALITY ASSURANCE
�+ A. Reference Specifications: The work under this division of the Specifications shall conform
generally to the requirements of Item 3 14 - "Concrete Pavement", Item 406 - "Concrete for
Structures", and Item 410 — "Concrete Structures", and "Concrete Drilled Piers" of the City
of Fort Worth's "Standard Specifications for Street and Storm Drain Construction",except as
otherwise specified. Delete Measurement and Payment.
B. Related Sections:
1. Section 02370 - Cast-In-Place Concrete Piers
2. Section 03200 - Concrete Reinforcement
PART 2 - MATERIALS
2.01 FORMS
A. Forms shall be of ample strength, adequately braced,joined neatly and tightly and set exactly
to established line and grade.
2.02 REINFORCING MATERIALS
A. Reinforcing Bars: Reinforcing bars shall be round deformed bars meeting the requirements of
the current 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 eighteen inches(18")on center in walks and
twelve inches (12") 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(1
Fine aggregate shall consist of sand and it shall be clean, hard, durable and free of lumps.
CAST-IN-PLACE CONCRETE
03300-1
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(1)minute after all the batch
materials are in the mixer. Cement content shall be not less than five(5)sacks per cubic yard
of concrete and shall have a 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 stopping or interrupting. Concrete shall not be
placed on the job after a period of one and one-half hours (1-1/2) after the cement has been
placed in the mixer.
2.04 RELATED MATERIAL
A. Expansion Joint Filler: Expansion joint material shall be one inch (I") clear heart redwood
with cap as shown on the plans
B. Dowels: Dowels for expansion joints shall be number five smooth round steel bars with
expansion tubes as shown on Plans. Dowels shall be placed eighteen inches(18")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 (4") 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(5)sacks of cement per cubic yard. _
Total water shall not exceed seven(7)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
eighty-five (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 (30) minute
absorption period. No water allowance will be made for evaporation after batching.
B. Slump: When gauged by the standard slump test, the settlement of the concrete shall not be
less than one and one-half(1-1/2") inches nor more than five (5") inches.
C. Quality: The concrete shall be designed for a minimum compressive strength of three
thousand (3,000) pounds per square inch at the age of twenty-eight (28) days.
D. Control-Submittal: Within a period of not less than (10) days prior to the start of concrete
CAST-IN-PLACE CONCRETE
03300-2
r
roperations.the Contractor shal I 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 may be
placed on the job site until the mix design has been approved by the Engineer in wntmg 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 (12"). The re-bars shall be bent cold.
3.02 JOINTS
A. Expansion Joints: Expansion joint materials shall be installed perpendicular to the surface.
The bottom edge of the material shal I extend to or slightly below the bottom edge of the slab
and the top edge shall be held approximately one-half inch('/z")below the surface of the slab.
The edge of joints shall be tooled with an edging tool having a one-fourth inch ('/a") radius.
B. Contraction Joints: Contraction joints shall be one-fourth (1/4") wide by three-fourths inch
(3/4") deep, tooled joints placed on six foot (6') 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 (12) to
twenty-four (24) 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 maybe 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.
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 manner as to prevent segregation of the
r CAST-IN-PLACE CONCRETE
■ 03300-3
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 (40° F) nor when the
temperature of the concrete is eighty-five degrees Fahrenheit(85° F) or higher, without approval of
Construction Inspector.
Placement shall be earned on at such a rate that the concrete is at all times plastic and flows readily
into the space between the bars, 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 ofplacing 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
Finishing Concrete: 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 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 two hundred square feet(200 sq. ft.) per
gallon. A minimum of seventv-two hours (72)curing time will be required.
END OF SECTION
1
CAST-IN-PLACE CONCRETE
03300-4
r
rSECTION 03370- CAST-IN-PLACE CONCRETE PIERS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Provisions established within the Conditions of the Contract and Division 1 - General
Requirements are collectively applicable to this Section.
1.02 SUMMARY
A. Section Includes:Concrete piers,including drilling,reinforcing, casing,and placing concrete.
B. Related Sections:
1, Soil Investigation Data: Geotechnical Data
2. Section 0 14 10 - Matefials Testing and Laboratory Services.
3. Section 03200 - Concrete Reinforcement.
4. Section 03300 - Cast-In-Place Concrete.
5. Typical Pier Detail - refer to structural drawings.
1.03 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM A 36/A36M - Specification for Carbon Structural Steel.
2. ASTM A 252 - Specification for Welded and Seamless Steel Pipe Piles.
1.04 INSPECTION
A. Data Reports:The City of Fort Worth shall log each drilled shaft by recording the following
information:
1. Date and time excavation started;
2. Shaft diameter as constructed;
3. Bottom of penetration as constructed;
4. Bottom of casing (if casing is used) (in relation to sea level);
5. Comments on water conditions;
6. Date and time excavation completed;
7. Date and time concrete placed,
1.05 QUALITY ASSURANCE
A. Tolerances:
1. Center line of the top of the drilled shaft shall be within 3" of the plan location.
2. Drilled shaft shall be plumb to within 1'/z" the first 10' plus 1%of the depth greater
than 10'.
CAST-IN-PLACE CONCRETE PIERS
03370 - 1
1.06 BID PRICES
A. Piers: Bids shall be based on drilling to depth as shown on typical pier detail in the structural
drawings. Bids are inclusive of drilling, casing as required, reinforcing, and concrete for
depths as shown on typical pier detail.
B. Penetrations shall be drilled to depths shown on structural dralvvings and shall be included in
the contractor's bid.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Reinforcement shall meet the requirements specified in SECTION 03200 - CONCRETE
REINFORCEMENT.
B. Concrete shall meet the requirements specified in SECTION 03300 - CAST-IN-PLACE
CONCRETE with the exception for the following slump requirements", -�
5" to 6" for dry shafts
6" to 8" if casings are used.
C. Casing: ASTM A 252, Grade 2 or ASTM A 36.
D. Pier Sleds: Provide "CentralIgner" sleds and Hijacker pier bolsters as manufactured by
Pieresearch, Arlington, Texas (phone 817 265-0980) or equivalent.
PART 3 - EXECU ►ION
3.01 PERFORMANCE
A. Drill ing: Drill foundation shafts with a power auger dulling machine designed for the purpose.
Locate accurately and drill to the size and depth.
B. Cleaning: Machine clean the bottoms of shafts of loose material and debris. De-water the
shafts. Shafts shall be inspected by the City representative before concrete is placed.
C. Reinforcing Steel:
1. Form a cage as a structural element to maintain its shape and proportion throughout
the placing of concrete and extraction of casing.
2. Install pier sleds so that reinforcing remains in position without displacement while
the concrete is placed. Sled spacing and attachment shall be in accordance with sled
manufacturer's recommendations.
3. Block reinforcing steel up off the bottom at least 3" with pier bolsters and fasten in
place without any contact with the sides of the shaft.
D. Placing Concrete: Place concrete in each pier shaft not later than 8 hours after drilling and
CAST-IN-PLACE CONCRETE PIERS
03370 - 2
r
rcleaning of the pier hole is completed.
. Concrete shall be placed using a clean"tremie". In no event shall concrete strike the
sides of the excavation or the reinforcing cage. Placement by the "Free Fall"method
may be implemented only at the direction of the Owner's on-site representative.
2. Vibrate or"rod"only the top 10'of concrete. Do not vibrate concrete of 6"slump or
higher.
I
E. Casing:
. If caving soil or flowing water is encountered, use a casing to prevent caving and to
exclude water. Casing shall be temporary type, to be withdrawn as the concrete is
placed.
2. If a temporary casing is used, withdraw casing as concrete is placed so that bottom
of casing remains below top of concrete throughout placing operation or until top of
concrete reaches stable soil free from seepage. Do not rotate casing during
withdrawal.
3. The requirement for casing of piers and the quantity of casing required for each pier,
if any,shall be determined by the City representative at the project site during the pier
drilling operation.
3.02 FIELD QUALITY CONTROL
A. Inspection and Evaluation: The City of Fort Worth shall provide inspection at the project site
during the drilling of shafts, installation of reinforcing steel, and placing of concrete in pier
shafts. Inspection shall include recording and reporting the information required in this
specification.
r
END OF SECTION.
r
r
r
r
CAST-IN-PLACE CONCRETE PIERS
03370-3
r
r
rSECTION 07920 - CAULKING AND SEALANTS
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.
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 year after final acceptance of the completed work by the Engineer.
PART 2-PRODUCTS
2.01 SEALANTS: As manufactured by Pecora or approved equal.
A. Concrete-to-Concrete (Horizontal Joint): NR-201 with primer.
B. Masonry-to-Masonry or Concrete-to-Concrete (Vertical): Dynatrol 11
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.
PART 3- EXECUTION
3.01 GENERAL:
A. Work shall be performed by experienced mechanics skilled in execution of type of work
required and in application of specified materials.
B. Deliver materials to job site in original containers with manufacturer's name and brand
clearly marked thereon.
CAULKING AND SEALANTS
07920-1
oft
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 i
materials of correct type and to the depth as necessary to provide minimum 3/8" and
maximum 1/2" depth of compound.
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 all 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 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 procedures.
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. "
END OF SECTION
CAULKING AND SEALANTS
07920-2
r
rSECTION 16100 - BASIC MATERIALS AND METHODS
rPART 1 - GENERAL
1.1 DESCRIPTION
A. Work Included: The work in this section includes all labor and material necessary for
complete installation of electrical systems, including:
L Power wiring and control wiring.
2. Miscellaneous basic materials.
B. Related Work Specified Elsewhere,-
1.
lsewhere:I. Division 1, General Provisions.
2. Section 02221, Trenching and Backfilling.
3. Section 16400, Service and Distribution Equipment.
4. Section 16500, Lighting.
1.2 QUALITY ASSURANCE
A All work and equipment shall meet the following requirements:
I. National Electrical Code.
2. City of Fort Worth Electrical Code.
3. Underwriters Laboratories.
B. The Contractor shall obtain a City of Fort Worth building permit. The Owner is waiving the
requirement for payment of fees for building permit. The Contractor shall obtain and pay for
all other required permits, fees, certificates, and inspections or licenses as well.
1.3 PRODUCT HANDLING
A. Follow the manufacturer's directions completely in delivery, storage and handling of
equipment and materials.
B. Tightly cover and protect equipment and materials against dirt,water,chemical or mechanical
injury, and theft.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Wire and Cable:
1. Direct burial, branch circuits and feeders, code type, UF, USE, or THHW 310.
Basic Materials and Methods
16100- 1
2. Wire and cable color coding: In accordance with National Electrical Code, Article
210-5. Use colored tape on 46 or larger conductors.
3. Branch circuits and feeders, other than direct burial: Type THWN.
B. Wire and Cable Connections:
1. Connections for Branch Circuits:
a. Make with wire joints, one piece nylon, self-insulated.
b. Water-tight connectors for direct burial, as specifically designed for that
purpose.
2. Connections for Feeders:
a. Connectors to suit condition.
b. Smooth joint with insulation compound and insulate with two (2) layers of
one quarter (1/4) lapped plastic tape.
C. Water-tight connectors for direct burial.
C. Conduit:
1. Hot Dipped Galvanized Rigid Steel Conduit:
a. Underground conduit shall be the approved type for direct burial.
b. Bushings shall be used at ends of all underground conduit.
2. Plastic Conduit:
a. Underground shall be Schedule 40 PVC.
D. Junction and Pull Boxes:
1. Where shown, or required, provide junction or pull boxes to facilitate pulling,
splicing, taping or nesting of conductors.
2. Adequately size to suit purpose.
3. Construction in accordance with National Electrical Code.
4. Securely fasten to structure independent of conduit.
5. Boxes shall be accessible.
6. Exterior or underground boxes: Cast, water-tight.
7. Boxes for use with galvanized steel conduit: Steel galvanized inside and outside.
E. Equipment Accessories:
1. The Contractor shall furnish all equipment accessories, connections and incidental
items necessary to complete work, ready for use and operation by Owner.
2. Provide additional motors, controllers, fittings, and other equipment as required.
PART 3 - EXECUTION
Basic Materials and Methods
16100 -2
3.1 COORDINATION OF WORK
A. General
I. Install electrical work in cooperation with other trades installing interrelated work.
2. Before installation,make proper provisions to avoid interferences. Changes required
in the work of the Contractor caused by his neglect to do so shall be made by him at
his own expense.
3. Insure that items furnished fit space available with adequate room for proper
operation and maintenance.
4. Make field measurements to ascertain space requirements, including those
connections.
5. Furnish and install such sizes and shapes of equipment that, the drawings and
specifications.
6. Coordinate proper location of rough-in and connections by other trades.
B. Utilities, Regulations, Meters:
I. Locations and elevations of utilities have been obtained from utility maps or other
sources and are offered as general guide only, without guarantee as to accuracy.
2. Arrange with authorities and utility companies for service connections; verify
locations and arrangements; pay all charges, including arrangements for cutting and
patching pavements, sideNvalks. etc. Existing metering points shall be retained.
I
C. Interferences:
1. Adjust locations of conduit, equipment and fixtures to accommodate work to
interferences anticipated or encountered.
2. Determine exact route and location of each conduit prior to installation.
3. Right-of-Way: Lines which pitch shall have right-of-way over those which do not
pitch. For example, condensate and plumbing drains shall normally have night-of-
\\,a\.
4. Lines whose elevations cannot be changed shall have the right-of-way over lines
whose elevations can be changed.
5. Make offsets and changes in direction in conduit and as required to maintain proper
head room and pitch of sloping lines whether or not indicated on drawings.
3.2 INSTALLATION
A. General:
I. Install all equipment in accordance with manufacturer's recommendations.
2. Equipment shall bear ASME, UL or other specified labels.
3. Support work and equipment plumb, rigid and true to line.
4. Provide foundations, bolts, inserts, stands, hangers, brackets and accessories for
proper support whether or not shown on drawings.
B. Branch Circuits: Install branch circuits as sized on plans.
Basic Materials and Methods
16100 -3
C. Grounding: Effectively and permanently ground all conduit work, and other electrical
equipment wired for and connected by the Electrical Contractor in strict accordance with the
National Electrical Code.
1. Service entrance panels shall be grounded to TU ELECTRIC service neutral and also
to a three-fourth inch by ten foot(3/4" x 10")copper rod extending above pad inside
control cabinet.
D. Conduit: Extend conduits as shown on drawings. Bond circuits to form continuous circuit.
1. Make field bends and offsets uniform and symmetrical without flatteding. All field
bends shall be code radius.
2. Use factory elbows where possible.
3. All underground conduit shall be water-tight. 1
4. Join with couplings and fittings. Where a water-tight joint is required,apply red lead
to male thread.
5. Cut conduits with a hacksaw. Remove burrs and sharp edges.
6. Do not use running threads.
7. In damp locations, install conduit, fittings and cast boxes to prevent moisture from
entering conduit system.
8. Cap or plug conduit ends during construction.
9. Clean conduits after installation with a mandrell and wire brush prior to pulling
conductors.
10. Leave two hundred pound (200 Ib.)test nylon pull wire in empty conduits.
11. Provide plastic insulating bushing on all conduits and all tubing connections.
12. Connectors and Couplings:
a. Concrete tight set screw type EMT box connectors and couplings.
b. Connectors shall have insulated throats.
13. Install Rigid Conduit:
a. In or under concrete slabs or grades.
14. Provide two (2) locknuts where two inch (2")or larger conduits join panelboard or
equipment.
15. Neatly tie all wiring in panels and junction boxes with nylon cable ties.
16. Minimum Conduit Size: One-half inch ('/2") unless otherwise noted.
E. Miscellaneous Devices: Flush mount and pain to match surrounding finish - starters, pilot
lights, controller, pushbuttons and similar devices located in finished spaces.
3.3 FIELD QUALITY CONTROL
A. Inspection:
1. Owner's representative will inspect all systems when each is ready for testing.
2. Notify Owner's representative twenty-four(24) hours prior to this time.
Basic Materials and Methods
16100 -4
3. Make corrective action before systems are concealed.
B. Equipment Start-Up and Testing:
1. Instruct Owner's operating personnel during start-up and separate operating tests of
the system.
2. Test feeder conductors clear of faults, high resistance connections and megger test
same at 600 volts D.C. Test results below 30 megohms shall be cause for rejection
of the wiring installation. Replace and retest all such rejected conductors.
3. Measure ground resistance from system neutral connection at service entrance to
convenient ground reference point using suitable ground testing equipment.
Resistance shall not exceed 10 ohms.
4. Prove operation of each item of equipment to the satisfaction of Owner's
representative.
3.4 CLEAN AND ADJUST
A. Restore damaged painted surfaces of electrical equipment to its original condition.
B At the completion of the work,thoroughly clean and polish fixtures,equipment,and materials
and turn over in a condition satisfactory to Owner's representative.
�l
END OF SECTION
Basic Materials and Methods
16100-5
SECTION 16400 - SERVICE AND DISTRIBUTION EQUIPMENT
PART I - GENERAL
1.1 DESCRIPTION
A. Related Work Specified Elsewhere:
1. Division I, General Provisions
2. Section 16100, Basic Materials and Methods.
1.2 QUALITY ASSURANCE
A. Codes and Standards: All equipment shall meet the following requirements:
1. National Electrical Code.
2. Cite of Fort Worth Electrical Code.
3. UndeiAvriters Laboratories.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Enclosures:
I. Code gauge sheet steel.
2. Type required by National Electrical Code for environment encountered.
3. Control box to be fabricated according to plans and specifications and Section 05500.
B. Disconnect Switches:
I. One, two or three poles as required with rating as indicated on drawings.
2. Non-fused shall be general duty. Fused shall be heavy duty.
3. Capable of being padlocked in off position.
4. Approved manufacturers:
a. Square D
b. General Electric
C. Westinghouse
C. Panelboards:
I. Mains, lugs and ranch circuit breakers as scheduled on drawings.
Service and Distribution Equipment
16400 - 1
2. Arrange circuits to maintain designed phase balance.
3. Minimum interrupting capacity as noted on drawings.
4. Locking doors.
PART 3 - EXECUTION
3.1 PREPARATION
A. Arrange with authorities and utilities for service connections.
1 Power supply shall be TU ELECTRIC service underground.
2. Service shall be 480/277 volt, three phase, four wire.
B. Verification of Dimensions: Verify all proposed equipment will fit space provided.
3.2 INSTALLATION
A Install all materials and equipment in accordance with manufacturer's recommendations.
B. Mounting Height:
1. Installed at heights indicated on drawings.
2. Locate all main disconnects to allow easy operation of devices by a 5'-6' man.
END OF SECTION
Service and Distribution Equipment
16400 - 2
r
rSECTION 16500 - LIGHTING
rPART 1 - GENERAL
r1.1 DESCRIPTION
A. Work included: Soccer field/security lighting for Rolling Hills Park.
B. Related Work Specified Elsewhere:
1. Division I, General Provisions
2. Section 16100, Basic Materials and Methods
^^ 3. Section 16400, Service and Distribution Equipment
1.2 SUBMITTALS
A. Manufacturer's Literature: Provide complete photometric data.
B. Product Data or Shop Drawings:
1. Indicate ballast type, voltage and temperature limits.
2. Indicate fixture, body materials, weight and dimensions.
1.3 GUARANTEE
A. Soccer field, 'park drive, and parking lot fixtures and ballasts shall be guaranteed by the
manufacturer for three (3) years.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Lighting Fixtures:
1. Soccer field Fixtures (Base Bid Item): See schedule on drawings.
a. Die cast aluminum alloy construction.
b. Integral heat dissipating fins to provide a minimum of 1,875 square inches
of radiating surface, excluding the ballast enclosure.
C. Body shall be coated after fabrication with a corrosion resistant aluminum
paint.
d. Non-corrosive stainless steel screws.
e. Segmented anodized reflectors, replaceable in whole or in part.
Lighting
16500 - 1
ow
f. Prewired socket with a grip type mogul base receptacle.
g. Thermal and shock resistant flat tempered glass lens.
h. One piece Basketed frame mounted with a minimum of twenty (20)screws.
i. Lampable from bottom only, without necessity for removal or dismantling
of fixture lens or lens frame.
j. Lamp secured top and bottom
k. Regulating type ballast.
1. Capable of operating metal halide lamp rated at 1500 watts output.
2. Drawn aluminum alloy housing.
3. Core and coil assembly encapsulated in non-melt resin.
4. Capacitor on the outside.
5. External from fixture and mountable on a common mast fitter.
6. U.L. listed for Class H.
1. Approved product:Widelite FM-1500-B-480v; Widelite FM-1500-C-480v
(for security light); or approved equal.
2. Soccer field Fixtures (Alternate Bid Item):
a. Fixtures shall be heavy duty type with reflector assembly and ballast housing
designed as a single unit.
b. Reflector and ballast assembly shall be free of asbestos or any other
polluting agents.
C. Fixtures shall have a balanced weight distribution with swing-over reflector
design for ease relamping and servicing from the rear behind unit.
d. Fixtures shall have an airjackct between ballast housing and socket housing
to provide cooler fixture operation.
e. Reflectors shall be Alzak finished aluminum for maximum efficiencv with
a baked-on polyester finished outer housing to protect the inner reflector
r
from possible sever weather such as high winds and hail.
f. Fixtures shall have thermal shock and impact resistant hinged glass lens in
a stainless steel form with four (4) snap-on stainless steel clamps. A one-
piece silicon rubber gasket shall seal between the lends door assembly and
reflector.
g. Fixtures shall have a memory locking device to allow accurate return to pre-
aimed position after servicing. Swing-over shall be accomplished withoutthe
use of tools by means of a built-on locking wrench.
h. Fixture socket shall be heavy duty porcelain, mogul base with heavy gauge
brass nickel-plated, double lamp-grip screw shell and spring-loaded center
contact.
L Fixture shall have zinc electroplated rugged steel trunion. Crossarm bracket
shall be malleable iron, chromate sealed, epoxy finished.
j. Fixture ballast shall be Class H insulated\, U.O. tested CWA type, capable
of operating metal halide lamp rated at 1500 watts output. Ballast housing
shall be weatherproof aluminum with epoxy finish,complete with cord grip.
Lighting
16500 - 2 �`
k. Fixtures and ballast shall comply with U.L. Standard 1572.
1. Approved Product:Appleton G-SM 95 IUM-48; G-SM 951H-MT(security
light).
B. Lamps:
1. To operate in approved fixtures (metal halide).
2. Approved Manufacturers"
a. General Electric
b. Westinghouse
C. Light Poles:
I. Soccer field Poles:
a. Shaft:
1. One-piece construction, "Cor-Ten" self-weathering steel.
2. Minimum dimensions:Nine and one-half(9-1/2")inch diameter base
(50,000 PSI); four (4") inch diameter top; wall thickness 0.430
inches.
3. Three and one-half(3-1/2")inch teen mounted at top to receive four
(4") inch slipfitter.
4. Continuous weld inside and out to secure shaft to base plate ( two
(2" ) inch minimum plate thickness at 50,000 psi minimum yield).
b. Hand Hole:
I. Located twelve (12") inches above base.
2. Minimum size five by seven (5" x 7") inches.
3. Cover plate.
C. Grounding Lug:
1. One-half by thirteen ( %" x 13") inches UNC.
2. Welded inside hand hole.
d. 1. "Y Hook.
C, Steps:
1. To begin at eighteen (18') feet above base.
2. Begin with (1) pair opposite each other.
3. End with three (3) pair, eighteen (18") inches on center, opposite
each other.
4. Alternate steps eighteen (18") inches on center between top and
Lighting
16500 -3
bottom pairs.
5. Top steps to be located eighteen (18") below platform door.
f. Anchor Bolts:
1. Two by seventy by six (2" x 70" x 6") hook bolt with one (1) flat
bolt with one (1) flat bolt and two (2) hex nuts each.
2. Minimum eight (8") inch length threads.
g. Footing Template:
1. Provide template same size as required for bolt circle.
h. Safety Cable:
1. To begin six(6") inches below first set of steps.
2. To end inside safety platform.
3. Attached to pole at three (3) points: bottom, middle, top.
i. Safety Belt and Porta-Clamp:
1. To be furnished to Park and Recreation Department.
j. Brackets:
1. Three (3") inch square tubing.
2. Forty-Five(450) degree corners to simplify wiring.
3. Two (2") inch tenons to mount light fixtures.
4. Four by eighteen (4" x 18"" inch slopfitter to fit securely over pole
tenon; two (2) set screws and one (1) thru bolt.
k. Platform:
1. Bolt to bracket at each corner with one-half (%2") inch bolts and
nuts.
2. Door opening: eighteen by twenty-four(18" x 24") inches: to slain
shut upon entering and clearing door.
3. No. 9 (#Q wire mesh flooring.
4. Framework: one and one-half by one and one-half(1-1/2" x 1-1/2")
inch angle iron.
1. Finish:
1. All poles and platforms to be "Cor-Ten" self-weathering steel. All
hardware to be hot-dipped galvanized per ASTM A-123.
2. Finish three(3) certified copies stating finish.
Lighting
16500 -4
19
1
m. Fixture Mounting Height:
I. Sixty (60') feet.
n. Approved Product:
1. Millerbernd - All A, B, C poles to be No. 16-60FP.
"^ PART 3 - EXECUTION
3.1 INSTALLATION
A. Wiring Connections:
I. Use approved solderless connectors in making connections in wiring within fixtures
or in connecting fixture wiring to wiring of structure.
B. Lighting Fixtures:
,,. 1. Install fixture as recommended by manufacturer's instructions.
2. Mount at heights and spacings as indicated on drawings or specified.
3. An authorized representative of the light fixture manufacturer shall supervise fixture
aiming and other adjustments as required at the job site.
C. Ballasts:
1. Mount on common mastfitters as to present an integrated assembly with fixture.
D. Light Poles:
I. To be installed according to manufacturer's recommendation.
2. See Appendix A for Light Pole Footing details and specifications as designed by
licensed structural engineer.
3. Contractor to be aware of subsurface condition on site when designing footings.
Where underground concrete slabs or pipe occur, Contractor to bore through the
above mentioned items down to necessary depths required for footings. Contractor
to encase footing pieces (leaving casing in place) to insure concrete does not bleed
into any cavities.
4. Contractor shall prepare and spot paint all damaged surfaces.
3.2 CLEANING
A. Clean all fixtures prior to final inspection.
END OF SECTION
Lighting
16500 - 5
BIDDER'S STATEMENT OF QUALIFICATIONS
Firm Name: Date Organized:
❑PARTNERSHIP E]CORPORATION
Address
City: State: Zip:
Telephone Number: Fax Number:
Number of years in business under present name:
Former name(s) of organization:
CLASSIFICATION: ❑ General ❑ Building ❑ Electrical ❑ Plumbing ❑
HVAC
❑ Utilities ❑ Earthwork ❑ Paving ❑ Other
1. LIST OF SIMILAR COMPLETED PROJECTS:
T
,1MOUNT OF TYPE OF DATE NAME and TELEPHONE NUMBER
CONTRACT WORK COMPLETED OF OWNER
2. LIST OF SIMILAR PROJECT UNDER CONSTRUCTION OR UNDER CONTRACT:
AMOUNT OF TYPE OF DATE NAME and TELEPHONE
CONTRACT WORK COMPLETED NUMBER OF OWNER
BIDDER'S SI A"I PAENT OF QUALIFICATIONS
- 1 -
3. LIST SURETY BONDS IN FORCE ON ABOVE INCOMPLETE WORK (LIST 2):
DATE OF TYPE OF AMOUNT OF NAME and TELEPHONE
CONTRACT BOND BOND NUMBER OF SURETY
4. LIST CONSTRUCTION SUPERINTENDENT'S NAME AND CONS TRUCTIOEXPERIENCE.
BIDDER'S STATEMENT OF QUALIFICATIONS
- 2 -
CERTIFICATE OFN_IJRANCE
' TO. CITY OF FORT WORTH Date_ 03/28/00
—'
NAMEOFPROJF-Ct: Rolling Hills Soccer Complex
PROJECT NUMBER: C181/541200/080181042020 & GGO1/541200/0808080
IS TO CERTIFY THAT: Randall & Blake, Inc.
is,at the date of this certificate,Insured by this Company with respect to the business operations hereinafter described,for
the type of insurance and accordance with provisions of the standard policies used by this Company,and farther
hereinafter describes Exceptions to standard policy noted on reverse side hereof,
E INNCE
Pali Effective Expires Limits Liab—iliTy
Worker's Compensation 2311000647 1 1 Statutory
ComprehensiveGeneral 660-784F8700T T99 Aggregation
Liability Insurance(Public Ea,Occurrence: S 2_,2,00
Liability) 7/3/99 7/3/00 a:
Ea.Occurrence: $1.000.00(
Blasting Ea. Occurrence-, S
Collapse of Building or
structurm adjacent to Ea.Occurrence: S_-
excavations
Damage to Underground
Lhilities Ea. Occurrence: 5
Builder's Risk
Comprehensive Bodily Inj ury.
Automobile Liability Es.Person: S
Ea.Occurrence:S
Property Dmmga:
Ea.Occurrence;S
Bodily Injury:
Contractual Liability $a Occturencc: S
Property Damage:
Ea.Occurrence: S
Other
Locations covered: CO, CA, AZ, NM, OK. TX & UT _
Description of operations covered: Environmental/Landscape Contra or
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 less than five(5)days after the insured has received written notice of such changelor
cancellation.
Where applicable local laws or regulations require tante than five(5)days actual notice of change or cancellation to be
assured,the above policies contain such special requirements,either in the body thereof or by appropriate endorsement
thereto attached.
Agency Lockton Companies of Colorado
1 M=A cM Wiiiism O'Connell By `
Address 4500 Cherry Creek Dr. S. #4 0 Title Chairman
Denver, CO 80246-1532
10:34 APR 04, 2000 ID: LOCKTON COMPANIES TEL N0' 303-753-2099 #353287 PAGE: 2/3
LIOCKTON
IN l.uu_rnw'ni oh,I,
Delivered via Fax
April 4,2000
Ms. Sara Lonisso
City of Fort Worth
Engineering Department
1000 Throckmorton St.
Fort Worth,TX 76102-63 I 1
Re: Insurance Coverage for Randall&Blake,Inc.
Ms. Lorusso:
This letter is in response to your telephone conversation with Randall &Blake, Inc.
regarding insurance coverages. The insurance requirements in the City's agreement with
our client specifically asked for Workers' Compensation and General Liability coverages.
There is no mention for any other coverages. Thus we responded as required using your
form.
Our client has in force the following coverages:
Commercial General Liability $2,000,000 General
Aggregate $2,000,000 Products-
Comp/Op Agg.
$1,000,000 Personal&Adv [njury
$1,000,000 Each Occurrence
$100,000 Fire Damage
$5,000 Medical Expense
Commercial Automobile Liability $1,000,000 Combined Single Limit
Excess Liability $4,000,000 Each Occurrence
$4,000,000 Aggregate
Workers' Compensation Statutory
Employers' Liability $100,000
$500,000
$100,000
,`.,:t�ifi(r!'r,�:�i tii;t knv:r..:���'_':'«~ri��l��i t i i i•'�R'��F�\:I i�i 1 i�1._'�}d')
Ikli•.,nrr,.ti'v0(Ilk-'m rcklkw:;—,d, 4X;1lLYrva.('11,;2.2,,)i�)
10:35 APR 04, 2000 ID: LOCKTON COMPANIES -TEL NQ: 303-753-2099 #353287 PAGE: 3/3
LOCKIXM
Irl-4n.m„:nalKl,k'II:Ll",Ilk III `j•cii.!11,:,
All policies except the Workers' Compensation expire on 7/3/00. The Workers'
Compensation policy expires on 1/l/01.
I hope this will suffice in lieu of another certificate of insurance. If you have any
questions or concerns,please contact me at 303-753-2079.
Sincerely,
L KION CO AVMS
G�
Sally B dict
Account Administrator
i.:X,i r,\
11031 iv.)1.20, I FAX'lti'i1 i.)l x +)
{4'{I�19lt' (,[•I�i�1.{1C!R�.�iti�!411�'�+"Uth 1,~0a,Wi 1.4'llw C,CON�221-9i.l
CERTIFICATE OF INSURANCE
TO: CITY OF FORT WORTH Date:
NAME OF PROJECT:
PROJECTNUMBER:
IS TO CERTIFY THAT:
a
is,at the date of this certificate,Insured by this Company with respect to the business operations hereinafter described,for
the 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 Bodily Injury:
Liability Insurance(Public Ea.Occurrence: $
Liability) Property Damage:
Ea.Occurrence: $
Blasting Ea.Occurrence: $
Collapse of Building or
structures adjacent to Ea.Occurrence: $
excavations
Damage to Underground
Utilities Ea.Occurrence: $
Builder's Risk
Comprehensive Bodily Injury:
Automobile Liability Ea. Person: $
Ea.Occurrence:$
Property Damage:
Ea.Occurrence: $
Bodily Injury:
>• Contractual Liability Ea.Occurrence: $
Property Damage:
Ea.Occurrence: $
1P Other
Locations covered:
Description of operations covered:
pip
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 less 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 five(5)days actual notice of change or cancellation to be
assured,the above policies contain such special requirements,either in the body thereof or by appropriate endorsement
thereto attached.
Agency
1P Fort Worth Agent By
Address Title
d*
CONTRACTOR COMPLIANCE WITH
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
C181/541200/080181042020,GG01/541200/0808080
RANDALL&BLAKE,INC.
CONTRACTOR
By_ `i✓L,t,L 4
(ce, Pres tkzt-
Title
/t Ito
Date
STATE OF TEXAS
" COUNTY OF TARRANT §
�.. BEFORE ME,the undersigned authority,on this day personally appeared r{G ^
known to me be the person whose name is subscribed to the foregoing instrument,and acknowledged to me that he
executed the same as the act and deed of_�,.�—�217' for the purpose and consideration
therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this �2a0 day of
. 2000
Notary Public in
the State of Texas
qP
P0
PERFORMANCE BOND
Bond #929140056
THE STATE OF TEXAS §
4
COUNTY OF TARRANT §
KNOW ALL MEN BY THESE PRESENTS: That we (1) RANDALL & BLAKE, INC. a (2)
CORPORATION of TEXAS, hereinafter call Principal, and (3)Continental Casualty Company a
corporation organized and existing under the laws of the State and fully authorized to transact business in the State of
Texas, as Surety, are held and finely bound unto the City of Fort Worth, a municipal corporation organized and
existing under the laws of the State of Texas,hereinafter called Owner,in the penal sum of:
NINE HUNDRED THIRTY SEVEN THOUSAND SIX HUNDRED EIGHTY FIVE AND 42/100...............
($937,685.42)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 severally,firmly by these presents.
THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the 28thof Marcha copy of which is hereto attached and
made a part hereof,for the construction of: 2000
IMPROVEMENTS TO THE ROLLING HILLS SOCCOR COMPLEX
designated as Project No. (s) 0181/541200/080181042020, GG01/541200/08080801 a copy of which contract is
hereby attached,referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such
project and construction being hereinafter referred to as the"work".
NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with
the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which
may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands
incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages
which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense
which the Owner may incur in making good any default,then this obligation shall be void;otherwise to remain in full
force and effect.
r
r
r
F1
PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County,
State of Texas.
AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no
change, extension of time, alteration or addition to the terms of the contract or to the work to be performed
thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it
does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or
to the work or to the specifications.
IN WITNESS WHEREOF, this instrument is executed in 6 counterparts each one of which shall be deemed
an original, thins the 29thof March 2000
AT FE
RANDALL&BLAKE,INC.
(Principal)Secretary PrCIP 4)
BY:
Title: P(e�lhtjt
(SEAL) 821 E.SOUTHLAKE BOULEVARD
SOUTHLAKE,TX 76092
i
(Address)
CONTINENTAL CASUALTY COMPANY
Witness as to Principal Surety
4901 So. Windermere Street
90 Littleton, Address CO 80120 BY: Vj
A�• _ (Atto -in-fact) (5)
Debbie Poppe
Sur �1�'X
CNA Plaza — Chicago, IL 60685
(Address)
(SEAL) NOTE: Date 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) Correct name of Surety
(4) If contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
Attorney-in-Fact..
Witness as to rely
4500 Cherry Creek Drive So. , X6400
(Address)
Denver, Colorado 80246
F2
MAINTENANCE BOND
Bond #929140056
THE STATE OF TEXAS §
COUNTY OF TARRANT §
KNOW ALL MEN BY THESE PRESENTS: That (1) RANDALL & BLAKE, INC.as Principal, acting
herein by and through (2) A Corporation its duly authorized Corporation and (3)
Continental Casualty Company a corporation organized under the laws of the State of TEXAS, as
surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal
Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County,
Texas the sum of
NINE HUNDRED THIRTY SEVEN THOUSAND SIX HUNDRED EIGHTY FIVE AND 42/100..................
($937,685.42) in lawful money of the United States, for the payment of which sum well and truly be made unto said
City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors,
administrators, assigns and successors,jointly and severally.
This obligation is conditioned,however;that,
WHEREAS, the Principal has entered into a certain contract with the City of Fort AM UiNg
performance of the following described public work and the construction of the following described public
improvements:
IMPROVEMENTS TO ROLLING HILLS SOCCER COMPLEX
of same being referred to herein and in said contract as the Work and being designated as project
C181/541200/080181042020, GG01/541200/0808080and said contract, including all of the specifications,
conditions and written instruments referred to therein as contract documents being hereby incorporated herein by
reference for all purposes and made a part hereof, the same as if set out verbatim herein; and,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that
it will remain in good repair and condition for and during the period One (1) Year after the date 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
One(1)Year; and,
WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time
within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be
necessary; 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 keep and perform its said agreement to maintain, repair or
reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null
and void,and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City
shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract.
This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until
the full amount hereof is exhausted.
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
deemed an original,dated March 29, 2000
ATTEST:
(Prial)S re
(Seal) RANDALL&BLAKE,INC. PRINCIPAL(4)
BY: ((� n
Title: Vice— e5ikQ,k]C
821 E.SOUTHLAKE BOULEVARD
SOUTHLAKE,TX 76092
(Address)
Witness as to Principal
' 4901 So. Windermere STreet CONTIN TTAL CASUAaY COMPANY
Littleton, CO 80120
(Address) BY:
ATTEST- - (Attome -fact)(5) Debbie Poppe
CNA Plaza — Chicago, IL 60685
(Address)
ure N* NOTE: Date of Bond must not be prior to
date of Contract
(SEAL)
(1) Correct Name of Contractor
go (2) A Corporation,a partnership or an
Individual, as case may be
(3) Correct name of Surety
(4) If Contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
T. Attorney-in-Fact.
Witi6ghs as to Surety
4500 Cherry Creek Drive So. , 9400
Denver, CO 80246
F6
PAYMENT BOND
Bond #929140056
THE STATE OF TEXAS §
COUNTY OF TARRANT §
KNOW ALL MEN BY THESE PRESENTS: That we (1) RANDALL & BLAKE, INC. a (2)
Corporation of Texas, hereinafter call Principal, and (3) Continental Casualty Compan,ya corporation
organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as
Surety,are held and firmly bound unto the City of Fort Worth,a municipal corporation organized and existing under
the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may
furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of
NINE HUNDRED THIRTY SEVEN THOUSAND SIX HUNDRED EIGHTY FIVE AND 42/100...............
($937,685.42)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 severally, firn-ly to these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the 28th day of Marcl-A.D. , 2000,a copy of which is hereto
�* attached and made a part thereof, for the construction of::
IMPROVEMENTS TO ROLLING HILLS SOCCER COMPLEX
Project No. (s) C181/541200/080181042020, GG01/541200/0808080 a copy of which is hereto attached,
referred to and made a part hereof as fully and to the same extent as if copied at length herein, such project and
construction being hereinafter referred to as the"work".
NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make
payment to all claimants as defined in Article 5160,Revised Civil Statutes of Texas, supplying labor and materials in
the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it
shall remain in full force and effect.
F10
J
THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and
material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160,
and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised
Civil Statutes.
PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County,
State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of
time, 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
Esuch change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications.
pe PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the
right of any beneficiary hereunder whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in 6 counterparts each one of which shall be deemed
an original, this the 29thday of MarcltA.D., 2000.
FRANDALL&BLAKE,INC.
TTES "CIPAL(4)
BY: I 't.(.l(.' 4r,
va
Title: Ui Ce- ! �c°S 10 4A L
(Principal)Secretary 821 E.SOUTHLAKE BOULEVARD
SOUTHLAKE,TX 76092 (SEAL)
(Address)
�OCONTIDJgNTAL CASUA4TY COMPANY
Witness as to Principal &ALI
4901 So. Windermere Street BY:
Littleton, CO 80120 (Alto -in-fact)(5)
Address Debbie Poppe
rATT : (Address)
(Su �
CNA Plaza — Chicago, IL 60685
(Address)
(SEAL) NOTE: Date of Bond must not be prior to date
of contract
on
(1) Correct Name of Contractor
(2) A Corporation,a Partnership or an
Individual, as case may be
(3) Correct name of Surety
(4) If contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
. �� Attorney-in-Fact..
Witness as to ur
4500 Cherry reek Drive So. , X6400
Denver, CO 80246
ess
r
rCITY OF FORT WORTH, TEXAS
CONTRACT
STATE OF TEXAS §
KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TARRANT § gg nnn
That this agreement,made and entered into this the o- 8 2, .).20 ,by and between the
CITY OF FORT WORTH,a municipal corporation of Tarrant County,Texas,organized and existing under and by
virtue of a special charter adopted by the qualified voters within said City on the 11 th 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,and the City of Fort Worth being hereafter termed Owner,and
RANDALL&BLAKE,INC.,hereinafter called Contractor.
WITNESSETH:That said parties have agreed as follows:
1.
That for and in consideration of the payments and agreements 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 agrees with the said Owner to commence and complete the construction of certain improvements
described as follows:
IMPROVEMENTS TO ROLLING HILLS SOCCER COMPLEX
THE TOTAL BID CONTRACT PRICE INCLUDES BASE BID,BA-5a.BA-6a,BA-7a,BA-8a,BA-9a,BA-
10a,BA-10b,BA-11a,BA-11b,BA-12a,BA-12b,BA-13a,BA-13b,BA-14a,BA-14b,BA-19,AS SHOWN ON
THE MAYOR AND COUNCIL COMMUNICATION DOCUMENT
r 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 Specifications heretofore
prepared by the Parks and Community Services Department of the City of Fort Worth and adopted by the City Council
of said City, as an independent contractor,and which plans and specifications are incorporated herein by reference.
r 3.
The Contractor hereby agrees and binds himself to commence the construction of said work within ten(10)
rdays after being notified in writing to do so by the Department of Engineering Director of the City of Fort Worth.
4.
r 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 Department of
Engineering Director of the City,,PPf Fort Worth and the City Council of the City of Fort Worth within a period of ONE
HUNDRED (100)workine dayTrom the time of commencing said work;that said Contractor shall be entitled to an
r 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
rContractor is not contributing to such delay.
! At wv �( 'lam ,�., 5 ��- / S�aO
tt .
r Should the Contractor fail to begin the work herein provided for within the time herein fixed 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
r specifications 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.
CONTRACT )FRIC G�'_1 i���MID
- I -
r
6.
CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to
�r indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In
�[I 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 any such
injury,damage or death is caused, in whole or in part,by the negligence or alleged negligence of Owner, its officers,
servants,or employees. 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 any such
injury or damage is caused in whole or in part by the negligence or alleged negligence of Owner, its officers,servants or
employees.
In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final
y 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.
7.
The Contractor agrees, on the execution of this 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 exhibit attached hereto and made a part 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.
Said City agrees and binds itself to pay,and the said Contractor agrees to receive, for all of the aforesaid
work, and for all additions thereto or deductions therefrom,the price shown on the proposal submitted by the successful
I, bidder hereto attached and made a part hereof.
I 9.
It is further agreed that the performance of this Contract,either in whole or in part,shall not be sublet or
' assigned to anyone else by said Contractor without the written consent of the Department of Engineering Director of
said City of Fort Worth,
10.
The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified,
promulgated and set out by the City of Fort Worth,Texas,a copy of which is attached hereto and made a part hereof the
same as if it were copied verbatim herein.
11.
It is mutually agreed and understood that this agreement is made and entered into by the 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.
031PRIA FEND
CONTRACT Pt vg lm, M.
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 corporate seal of the City of Fort
Worth attached. The Contractor has executed this instrument through its duly authorized officers in three counterparts
with its corporate seal attached.
MAR 2 8 2000
Done in Fort Worth,Texas, this the day of ,A.D.20
RECOMMENDED BY: APPROVED BY:
� A�R�I M�EN�T OF ENGINEERING A4e g `�1 PA7AND COMMUNNY SERVICES
DIRECTOR DIRECTOR
CITY T WORTH ATTEST:
/ e
By:
CI MANAGER CITY TARY
RANDALL&BLAKE,INC.
CONTRACTOR
By:
SEAL
Otte Pre S tek.-t
TITLE
821 E.SOUTHLAKE BOULEVARD
row SOUTHLAKE,TX 76092
ADDRESS APPROVED AS TO/FORM AND LEGALITY
ASSIS NT CITY ATTORNEY
November 1960
Revised November 1982
Revised May 1986
Revised October 1989
contract Authorization
. _ � C70
Date
CONTRACT fa X10
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT
Know All Men By These Presents,That CONTINENTAL CASUALTY COMPANY, an Illinois corporation, NATIONAL FIRE
INSURANCE COMPANY OF HARTFORD, a Connecticut corporation, AMERICAN CASUALTY COMPANY OF READING,
PENNSYLVANIA, a Pennsylvania corporation (herein collectively called`the CCC S.:rety Companies'). are duly organized and existing
corporations having their principal offices in the City of Chicago, and State of Illinois ..id that they do t virtue of the signature and seals
herein affixed hereby make, constitute and appoint
William M. O'Connell, Jr. Sarah Finn, Sue Wood, Debbie Poppe, Shelley Czajkowski, Deborah A. Ray, Celeste T. Moore-Helms,
Individually
of Denver, Colorado
their true and lawful Attorneys)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf
bonds, undertakings and other obligatory instruments of similar nature
-In Unlimited Amounts-
and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations
and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By-Laws and Resolutions, printed on the reverse
hereof,duly adopted, as indicated, by the Boards of Directors of the corporations.
In Witness Whereof, the CCC Surety Companies have caused these presents to be signed by their Group Vice President and their
corporate seals to be hereto affixed on this 15th day of March 1 2000
CONTINENTAL CASUALTY COMPANY
U1SUR4'MC` �oF°➢°`"'°° NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA
+� +ronirp CC p s `�1WwWTt
JULY 71. 44
� SEAL •r `.��� � 1902 �~ �y_
1847 HAND • i�
Marvin J. Cashion Group Vice President
State of Illinois, County of Cook, ss:
On this 15th day of March 2000 , before me personally came
Marvin J.Cashion, to me known,who, being by me duly sworn,did depose and say: that he resides in the City of Chicago, State of Illinois,
that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD,
and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument', that he
knows the seals of said corporations', that the seals affixed to the said instrument are such corporate seals',that they were so affixed
pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority,
and acknowledges same to be the act and deed of said corporations.
'OFFICIAL SEAL •
• DIANE FAULKNER �
µwry PuWb. Stats of Minds •
• My CommWsiont Exairss 9117/01 ;
My Commission Expires September 17, 2001 Diane Faulkner Notary Public
CERTIFICATE
I, Mary A. Ribikawskis,Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF
HARTFORD,and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein
above set forth is still in force, and further certify that the By-Law and Resolution of the Board of Directors of each corporation printed on the
reverse hereof are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seals of the
said corporations this 29th day of March 2000
CONTINENTAL CASUALTY COMPANY
c''` 'kr� %14 444E, °A"'°"4 NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
�y AMERICAN CASUALTY COMPANY OF READING,PENNSYLVANIA
to
>?� ti
2 a lUL9Y�11•
O
U SEAL i
1897 HAND •
Mary A. Ribikawskis Assistant Secretary
(Rev 1011/97)
Authorizing By-Laws and Resolutions
ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY:
This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the Board of
Directors of the Company.
"Article IX--Execution of Documents
Section 3. Appointment of Attorney-in-fact.The Chairman of the Board of Directors,the President or any Executive, Senior or
Group Vice President may, from time to time, appoint by written certificates attorneys-in-fact to act in behalf of the Company in the
execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys-in-fact, subject to
the limitations set forth in their respective certificates of authority,shall have full power to bind the Company by their signature and
execution of any such instruments and to attach the seal of the Company thereto.The Chairman of the Board of Directors,the
President or any Executive, Senior or Group Vice President or the Board of Directors, may,at any time, revoke all power and authority
previously given to any attomey-in-fact."
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of
Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
'Resolved, that the signature of the President or any Executive,Senior or Group Vice President and the seal of the Company may
be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of the By-Laws, and the signature of the
Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and
any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company.Any such power so
executed and sealed and certified by certificate so executed and sealed shall,with respect to any bond or undertaking to which it is
attached, continue to be valid and binding on the Company.'
ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA:
This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the Board of
Directors of the Company.
"Article VI—Execution of Obligations and Appointment of Attorney-in-Fact
Section 2. Appointment of Attomey-in-fact.The Chairman of the Board of Directors,the President or any Executive, Senior or
Group Vice President may, from time to time, appoint by written certificates attomeys-in-fact to act in behalf of the Company in the
execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys-in-fact, subject to
the limitations set forth in their respective certificates of authority,shall have full power to bind the Company by their signature and
execution of any such instruments and to attach the seal of the Company thereto. The President or any Executive, Senior or Group Vice
President may at any time revoke all power and authority previously given to any attomey-in-fact.'
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of
Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
"Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may
be affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article VI of the By-Laws, and the signature of the
Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and
any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company,Any such power so
executed and sealed and certified by certificate so executed and sealed shall,with respect to any bond or undertaking to which it is
attached, continue to be valid and binding on the Company."
ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD:
This Power of Attorney is made and executed pursuant to and by authority of the following Resolution duly adopted on February 17,
1993 by the Board of Directors of the Company.
'RESOLVED: That the President, an Executive Vice President,or any Senior or Group Vice President of the Corporation may, from
time to time, appoint, by written certificates, Attomeys-in-Fact to act in behalf of the Corporation in the execution of policies of insurance,
bonds, undertakings and other obligatory instruments of like nature. Such Attomey-in-Fact, subject to the limitations set forth in their
respective certificates of authority, shall have full power to bind the Corporation by their signature and execution of any such instrument
and to attach the seal of the Corporation thereto. The President,an Executive Vice President, any Senior or Group Vice President or
the Board of Directors may at any time revoke all power and authority previously given to any Atto mey-in-Fact.'
This Power of Attomey is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of
Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
"RESOLVED:That the signature of the President, an Executive Vice President or any Senior or Group Vice President and the seal
of the Corporation may be affixed by facsimile on any power of attorney granted pursuant to the Resolution adopted by this Board of
Directors on February 17, 1993 and the signature of a Secretary or an Assistant Secretary and the seal of the Corporation may be
affixed by facsimile to any certificate of any such power,and any power or certificate bearing such facsimile signature and seal shall be
valid and binding on the Corporation. Any such power so executed and sealed and certified by certificate so executed and sealed,shall
with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Corporation