HomeMy WebLinkAboutContract 26177 •
t
SPECIFICATIONS
and
P CONTRACT DOCUMENTS
FOR CITY SECRETARY
pw CONTRACT NO.
CRY SECRETART"9 PITAL IMPROVEMENTS PROJECT
CONTRACT 5
PW D.O.E. FILE
IN
CONTRACTOR'S BONDING C%HE CITY OF FORT WORTH
CONSTRUCTION'S COPY
UNIT I: WATER IMPROVEMENTS
CLIENT DEPARTMENT
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: PAVING IMPROVEMENTS
D.O.E. 2149 - Sylvania Ave. ( N.E. 28th to Premier)
2150 -Altaview Street (Kimbo to Chesser Boyer)
2151 - Fairview St. (Kimbo to Chesser)
2152 - Premier St. (Fairview to Mesquite)
r 2153 -Tom Ellen St. (Chesser Boyer to Fairview)
2154 - Wesley St. (Kimbo to Chesser Boyer)
2913 - Chesser Boyer Rd. (Tom Ellen to Sta 62+97)
rWATER PROJECT NO. PW77-060770154090
SEWER PROJECT NO. PS46-070460133190
T.P. & W. PROJECT NO. C115-020115040545/020115023230
FILE K- 1596 WC
MARCH 2000
G
BOB TERRELL MIKE GROOMER a,,
rCITY MANAGER ASST. CITY MANAGER MAYOR
HUGO A. MALANGA, P.E. A. DOUGLAS RADEMAKER, P.E. DALE FISSELER, P.E.
2
DIRECTOR DIRECTOR DIRECTOR
TRANSPORTATION & DEPARTMENT OF ENGINEERING WATER DEPARTMENT
PUBLIC WORKS
�
,�P�E OF Tj ,%%%
qs*�
CC Carter= 13urgess
Consultants in Planning,Engineering,Architecture, A*
�� ' Construction Management,and Related Services �' 'r' '� N: "
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e CARTER& BURGESS, INC. �1 -..GI�T ?;�'r,•�,,C��
e••••••'•••'••"°°° 3880 Hulen Street
SCOTTYATES (Y1
io•�s ° • 81976 Fort Worth, Texas 76107 ,e
9:sp a• (817)736-6000
0
te40�F•e Q1s.r 96 4'� 3 2l�Of3�
it ss°°°°°'°°•N�'�� C&B NO.981464020
City of Fort Worth, Texas
"aear And Council conommunicalflon
DATE REFERENCE NUMBER LOG NAME PAGE
8/8/00 **C-18177 1 30CARR 1 of 2
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO RICHARD CARR
CONSTRUCTION COMPANY FOR WATER LINE IMPROVEMENTS (UNIT 1),
SANITARY SEWER IMPROVEMENTS (UNIT 11) AND PAVEMENT RECONSTRUCTION
(UNIT 111) OF SYLVANIA AVENUE (N.E. 28TH STREET TO PREMIER STREET),
ALTAVIEW STREET (KIMBO TO CHESSER BOYER), FAIRVIEW STREET (KIMBO TO
CHESSER BOYER), TOM ELLEN STREET (CHESSER BOYER TO FAIRVIEW),
WESLEY STREET (KIMBO TO CHESSER BOYER) AND CHESSER BOYER STREET
TOM ELLEN TO STATION 62+97 SANITARY SEWER LINE REPLACEMENT ONLY To
(NCL UUEE PR El"IC? YT. (FA//Z V/Ew 770 S APV/ TE)
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the City Manager to transfer $537,920.11 from the Water and Sewer Operating Fund to
the Sewer Capital Project Fund; and
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Sewer Capital Project Fund in the amount of$537,920.11 from available funds; and
3. Authorize the City Manager to execute a contract with Richard Carr Construction Company in the
amount of$1,889,371.13 for water line improvements (Unit 1), sanitary sewer improvements (Unit 11)
and pavement reconstruction (Unit III) of Sylvania Avenue (N.E. 28th Street to Premier Street),
Altaview Street (Kimbo to Chesser Boyer), Fairview Street (Kimbo to Chesser Boyer), Tom Ellen
Street (Chesser Boyer to Fairview), Wesley Street (Kimbo to Chesser Boyer) and Chesser Boyer
Street (Tom Ellen to Station 62+97 sanitary sewer line replacement only). Tp 1AIct vDe AI?FM/En
5T. CFA11?111Ew TO MCSQvirE)
DISCUSSION:
The 1998 Capital Improvement Program included funds for the reconstruction of Sylvania Avenue (N.E.
28th Street to Premier Street), Altaview Street (Kimbo to Chesser Boyer), Fairview Street (Kimbo to
Chesser Boyer), Tom Ellen Street (Chesser Boyer to Fairview), and Wesley Street (Kimbo to Chesser
Boyer). Chesser Boyer Street from Tom Ellen to Station 62+97 is not part of the 1998 Capital
Improvement Program and will include sanitary sewer line replacement with permanent trench repairs.
The street improvements will include the construction of concrete pavement, driveway approaches and
sidewalks where shown on the plans. Water and sanitary sewer replacements will also be made.
The project is located in COUNCIL DISTRICT 4, Mapsco 63D,Y and 64A.
The project was advertised for bid on March 30 and April 6, 2000. On April 18, 2000, the following bids
were received.
City of Fort Worth, Texas
"avow and Council Communi
City of Fort Worth, Texas
"CANOW And Council communicatio- n
DATE REFERENCE NUMBERLOG NAME PAGE
8/8/00 **C-18177 30CARR 2 of 2
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO RICHARD CARR
CONSTRUCTION COMPANY FOR WATER LINE IMPROVEMENTS (UNIT 1),
SANITARY SEWER IMPROVEMENTS (UNIT II) AND PAVEMENT RECONSTRUCTION
(UNIT 111) OF SYLVANIA AVENUE (N.E. 28TH STREET TO PREMIER STREET),
ALTAVIEW STREET (KIMBO TO CHESSER BOYER), FAIRVIEW STREET (KIMBO TO
CHESSER BOYER), TOM ELLEN STREET (CHESSER BOYER TO FAIRVIEW),
WESLEY STREET (KIMBO TO CHESSER BOYER) AND CHESSER BOYER STREET
TOM ELLEN TO STATION 62+97 SANITARY SEWER LINE REPLACEMENT ONLY T
14/C1(/06 PleEM/ER_ ST, (Fl IR 1/11CA.1 TO MESl V/rE
BIDDER BID AMOUNT TIME OF COMPLETION
Richard Carr Construction Company $1,889,371.13 200 Working Days
McClendon Construction Company, Inc. $1,936,429.18
J. L.Bertram Construction & Engineering Co., Inc. $1,940,827.29
Tri-Tech Construction, Inc. $1,945,765.15
Conatser Construction, Inc. $1,997,748.00
Jackson Construction, Inc. $2,013,405.55
Mid-State Utilities, Inc. $2,237,147.80
Richard Carr Construction Company is in compliance with the City's M/WBE Ordinance by committing to
5% MNVBE participation and documenting good faith effort. The City's goal on this combined project is 43%.
Funding in the amount of $67,300.00 (Water: $31,800.00, Sewer: $35,500.00) is included for
associated water and sanitary construction inspection and survey. Contingency funds to cover change
orders for water and sewer replacements total $47,000.00 (Water: $23,000.00, Sewer: $24,000.00).
The contingency for possible change orders for the pavement reconstruction is $28,750.00.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon approval and completion of recommendation 1, and adoption of
the attached appropriation ordinance, funds will be available in the current capital budgets, as
appropriated, of the Sewer and Water Capital Project Funds and the Street Improvements Fund.
MG:k
Submitted for City Manager's FUND ACCOUNT CENTER AMOUNT CITY SECRETARY
Office by: (to)
182)PS58 472045 070580174400 $537,920.11
Mike Groomer 6140 2)PS58 541200 070580174400 $502,420.11 APPROVED
Originating Department Head: 2)PS58 531350 030580174400 $ 35,500.00 CITY COUNCIL
AS AMENDED
A.Douglas Rademaker 6157 (from) AUG 8 2000
3)C115 541200 020115040545 $771,653.04
Additional Information Contact: 3)C115 541200 020115023230 $185,188.79 y,/)
3)PS58 541200 070580174400 $478,420.11 lAa�v
City Sa Sacrohrg of the
3)PW53 541200 060530175260 $454,109.19 City of Fort Worth,Tgsas
A.Douglas Rademaker 6157 1 1)PE45 538070 0709020 $537,920.11
ArInnted Drdinque No. 1y290
APR-19-00 WED 1 : 27 PM F, W, DEPT, ENGINEERING FAX N0, 817 871 78.54 P. 1
CITY OK FORT WORTH
DEPARTMENT OF ENGINEERING
ADDENDUM NO. 1
TO THE PLANS AND SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
1998 CAPITAL IMPROVEMENTS PROJECT, CONTRACT 5
WATER PROJECT NO. PW77-060770154090
SEWER PROJECT NO. PS46-070460133190
T. P. &W. PROJECT NO. C115-020115040545/020115023230
DOE NO. 2149, 2150, 215112152, 2153, 2154,2913; FILE K-1596
BID RECEIPT DATE: APRIL 27,2000
ADDENDUM ISSUE DATE: APRIL 19,2000
The following modifications, clarifications, additions or deletions shall be made to the appropriate sections
of the Contract Documents:
1. SPECTEICATIONS
A. PART B -Proposal:
UNIT I -WATER
In'the description for Pay Items 29, 30, 32, and 33 the words"maximum width of shall be replaced
by"maximum recommended width of'.
UNIT II -SEWER
In the description for Pay Items 19, 20, 21,22, 24, &25 the words "maximum width of shall be
replaced by"maximum recommended width of".
UNIT III - PAVING
For Pay Item 2, Utility Adjustment, insert the Pre-bid price of ten thousand dollars -$10,000,
UNIT IV - MISCELLANEOUS ITEMS-Note:
The bid quantities provided for these items are provided to determine unit prices. See Additional
Special Conditions DA-35 and DA-36 for measurement and payment.
B. SECTION C-2 -SPECIAL PROVISIONS, CITY OF FORT WORTH TRANSPORTATION b
PUBLIC WORKS DEPARTMENT:
1. Item 1, SCOPE OF WORK, make the following modifications:
(1) Below the last line, add the line:
UNIT IV: MISCELLANEOUS ITEMS
(2) Modify the last sentence to read"Award of contract shall be to the low bidder of
Units I, 11, III, and IV combined."
(3) Modify the last sentence to read"Units I, II, III, and IV combined: 200 working
days."
2, CONSTRUCTION, add the following description after PAY ITEM NO. 1:
PAY(TEM NO, 2 - UTILITY ADJUSTMENT:This item is included for the basic purpose of
establishing a contract price which will be comparable to the final cost of making necessary
adjustments required due to street improvements to water, sanitary sewer, and natural gas service
lines and appurtenances where such service lines and appurtenances are the property owner's
Addendum No. 1 - Page 1
APR- 9-00 WED 1 :28 PM F, W. DEPT. ENGINEERING FAX N0, 817 871 7854 P. 2
1998 FW CIP
responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does
not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the
amount shown in the Proposal. It shall be the Contractor's responsibility to provide the services of a
licensed plumber to make the utility adjustments determined necessary by tho Engineer. No
payment will be made for utility adjustments except those adjustments determined necessary by the
Engineer. Should the Contractor damage service lines due to his negligence,where such lines
would not have required adjustment or repair otherwise,the lines shall be repaired and adjusted by
the Contractor at the Contractors'expense. The payment to the Contractor for utility adjustments
shall be the actual cost of the adjustments plus ten percent(10%) to cover the cost of bond and
overhead incurred by the Contractor in handling the utility adjustments.
C. SECTION H - Environmental Monitoring Information
It is anticipated that petroleum contamination will be encountered on this project while working near
the intersection of N.E. 28th Street and Sylvania Avenue. All soil from this area which is removed
from the site must be tested and disposed of in accordance with these Contract Documents. No
testing is required for soil which remains in place or for soil which is removed and later used as
backfill at the same location.
It is not anticipated at this time that there will be any other type.of contamination encountered In the
soil in this area. If there is any indication of other types of contamination,work shall be stopped and
the City of Fort Worth Environmental Management Office contacted immediately.
2. PLANS
A. Sheet U19
1. The call out"6'max. trench width"(near Station 54+40), shall be changed to read"Max.
Pavement Repair Width Allowed is 6 feet".
B. Sheet U20
1. The call out"B'max, trench width"(near Station 55+35)shall be changed to read"Max.
' Pavement Repair Width Allowed is 6 feet".
C. Sheet U21
1. The call out"6'max, trench width"(near Station 59+50)shall be changed to read"Max.
Pavement Repair Width Allowed is 6 feet".
F This Addendum forms a part of the Contract Documents referenced above and modifies the original
Contract Documents and plans. Acknowledge receipt of this Addendum on the space provided below, and
on Page 28 of the Bid Proposal and note the outer envelope of your bid. Failure to acknowledge receipt of
this Addendum could subject bidder to disqualification.
RECEIPT ACKNCAILEDCED: A. Douglas Rademaker, P.E., Director
f1 �,
By: By: T-��
4
Rick Trice, E. Manager
r Title: Sri AM ATble Consultant Services
Address: 3,z5OC-f_)_l�(` �1ti1 r-M —7(D l C`r'
Telephone:
• • • • • • • • • - • • • • •VNDOFADDENDUM
l.GRET001 N:WLIIAMS
:���t Addendum No. 1 -Page 2
Vii:$..•._
62PM�,_
SPECIFICATIONS
and
CONTRACT DOCUMENTS
FOR
1998 CAPITAL IMPROVEMENTS PROJECT
CONTRACT 5
IN
THE CITY OF FORT WORTH
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: PAVING IMPROVEMENTS
D.O.E. 2149 - Sylvania Ave. ( N.E. 28th to Premier)
2150 -Altaview Street (Kimbo to Chesser Boyer)
2151 - Fairview St. (Kimbo to Chesser)
2152 - Premier St. (Fairview to Mesquite)
2153 - Tom Ellen St. (Chesser Boyer to Fairview)
2154 - Wesley St. (Kimbo to Chesser Boyer)
2913 - Chesser Boyer Rd. (Tom Ellen to Sta 62+97)
WATER PROJECT NO. PW77-060770154090
SEWER PROJECT NO. PS46-070460133190
T.P. & W. PROJECT NO. C115-020115040545/020115023230
FILE K- 1596
MARCH 2000
BOB TERRELL MIKE GROOMER KENNETH BARR
CITY MANAGER ASST. CITY MANAGER MAYOR
HUGO A. MALANGA, P.E. A. DOUGLAS RADEMAKER, P.E. DALE FISSELER, P.E.
DIRECTOR DIRECTOR DIRECTOR
TRANSPORTATION & DEPARTMENT OF ENGINEERING WATER DEPARTMENT
PUBLIC WORKS
CA= Carter= Burgess �P�E°F
r
Consultants in Planning,Engineering,Architecture,
Construction Management,and Related Services p' ' ' ' • ' ' ' ' '
of TF�pI 0 GREfCItTI N:VV�UACKS
•• ~ I
j J S CARTER& BURGESS, INC. P�0"�•'• 41STFa;'.•'f �
s •SCOTT YATES 3880 Hulen Street -
/•»_••••••••AeA••••••• Fort Worth, Texas 76107
oo•-p 81'178 �Q71
(817)735-6000
+�1t siaNA` E�� C&B NO. 981464020
TABLE OF CONTENTS
SECTION A
UNITS I, II & III: WATER, SEWER & PAVING
A-1 Notice to Bidders
A-2 Comprehensive Notice to Bidders
A-3 Prevailing Wage Rates
A-4 Fort Worth M/WBE Policy
A-5 Bid Proposal
A-6 Vendor's Compliance to State Law
SECTION B
UNITS I & II: WATER & SEWER
B-1 Special Instructions to Bidders
B-2 General Conditions
B-3 Supplementary Conditions to General Conditions
B-4 Special Conditions
B-5 Additional Special Conditions
B-6 Material Specifications
B-7 Miscellaneous Details
SECTION C
UNIT III: PAVING
C-1 Special Instructions to Bidders
C-2 Special Provisions
C-3 Material Specifications
C-4 Details
SECTION D
UNITS I, II & III: WATER, SEWER& PAVING
Certificate of Insurance
Performance Bond
P, Payment Bond
Maintenance Bond
Worker's Compensation
SECTION E
CONTRACT
SECTION F
TEST HOLE REPORTS
SECTION G
PERMITS& EASEMENTS
SECTION H
1W ENVIRONMENTAL MONITORING INFORMATION
i
A-1
NOTICE TO BIDDERS
NOTICE TO BIDDERS
Sealed Proposals for the following:
UNIT I: WATER IMPROVEMENTS:
WATER PROJECT NO. PW77-060770154090
UNIT II: SANITARY SEWER IMPROVEMENTS:
SEWER PROJECT NO. PS46-070460133190
UNIT III: PAVING IMPROVEMENTS:
T.P. & W. PROJECT NO. C115-020115040545/020115023230
D.O.E. 2149 - Sylvania Ave. ( N.E. 28th to Premier)
2150 - Altaview Street (Kimbo to Chesser Boyer)
2151 - Fairview St. (Kimbo to Chesser)
2152 - Premier St. (Fairview to Mesquite)
2153 -Tom Ellen St. (Chesser Boyer to Fairview)
2154 - Wesley St. (Kimbo to Chesser Boyer)
2913 - Chesser Boyer Rd. (Tom Ellen to Sta 62+97)
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at
the Purchasing Office until 1:30 P.M., Thursday, April 27, 2000, and then publicly opened and
read aloud at 2:00 P.M. in the Council Chambers. Plans, Specifications and Contract
Documents for this project may be picked up at the office of the Department of Engineering,
Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and
documents will be provided for a deposit of fifty dollars ($50.00); such deposit will be refunded if
the document is returned in good condition within ten (10) days after bids are opened.
Additional sets may be purchased on a non-refundable basis for fifty dollars ($50.00) per set.
A Pre-bid Conference will be held on Tuesday, April 18, 2000, at 9:00 A.M. with prospective
bidders in Conference Room No. 255A on the second floor of the City Hall, 1000 Throckmorton
Street, Fort Worth, Texas. Bidders are encouraged to review the plans and specifications prior
to the Pre-bid Conference.
The Affidavit Statement of the City of Fort Worth Minority and Women Business Enterprises.
Specifications must be submitted with the bid at the time of the bid opening. Failure to submit
the Affidavit Statement with the bid shall result in rejection of the bid as non-responsive.
Submission of Bids:
This project is a COMBINED CONTRACT as defined in Ordinance No. 13781. The offeror
shall list all first and second tier subcontracting and/or supplier opportunities. All other
provisions of Attachment 1 of Ordinance 13471 as amended by Ordinance 13781 apply to
this contract.
The Contractor is required to submit Good Faith Effort documentation with all first and second
tier subcontracting and/or supplier opportunities for the entire project.
Notice to Bidders - 1
For additional information concerning this project, please contact Mr. Scott Yates, P.E. of Carter
& Burgess, Inc. at (817) 735-6254 or Gopal Sahu, P.E., Project Manager of the City of Fort
Worth, Department of Engineering at (817) 871-7949.
ADVERTISING DATES:
March 30, 2000
April 6. 2000
Notice to Bidders - 2
r
� A-2
F COMPREHENSIVE NOTICE TO BIDDERS
F
F
f
i
f
COMPREHENSIVE NOTICE TO BIDDERS
Sealed Proposals for the following:
1998 CAPITAL IMPROVEMENTS PROJECTS
UNIT l: WATER IMPROVEMENTS
WATER PROJECT NO.: PW77-060770154090
UNIT II: SANITARY SEWER IMPROVEMENTS
SEWER PROJECT NO.: PS46-070460133190
UNIT III: PAVING IMPROVEMENTS
T/PW PROJECT NO.: C115-020115040545/020115023230
D.O.E. 2149 - Sylvania Ave. ( N.E. 28th to Premier)
2150 - Altaview Street (Kimbo to Chesser Boyer)
2151 - Fairview St. (Kimbo to Chesser)
2152 - Premier St. (Fairview to Mesquite)
2153 - Tom Ellen St. (Chesser Boyer to Fairview)
2154 -Wesley St. (Kimbo to Chesser Boyer)
2913 - Chesser Boyer Rd. (Tom Ellen to Sta 62+97)
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at
the Purchasing Office until 1:30 P.M., Thursday, April 27, 2000, and then publicly opened and
read aloud at 2:00 p.m. in the Council Chambers. Plans, Specifications and Contract
Documents for this project may be obtained at the office of the Department of Engineering,
Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and
documents will be provided for a deposit of fifty dollars ($50.00); such deposit will be refunded if
the document is returned in good condition within ten (10) days after bids are opened.
Additional sets may be purchased on a non-refundable basis for fifty dollars ($50.00) per set.
A Pre-Bid Conference will be held Tuesday, April 18, 2000, at 10:00 a.m. in Conference Room
255a on the second floor of city Hall, 1000 Throckmorton Street, Fort Worth, Texas. All bidders
are encouraged to attend.
The Affidavit Statement of the City of Fort Worth Minority and Women Business Enterprises
Specifications must be submitted with the bid at the time of the bid opening. Failure to submit
the Affidavit Statement with the bid shall result in rejection of the bid as non-responsive.
All bidders will be required to comply with Provision 5159a of Vernon's Annotated Civil Statues
of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance
No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21
through 13-A-29), prohibiting discrimination in employment practices.
Bid security is required in accordance with the Special Instructions to Bidders.
Comprehensive Notice to Bidders - 1
The major work on the above-referenced project shall consist of the following:
Unit I Water Improvements
1,764 LF 10" Water Pipe Replacement
5,679 LF 8" Water Pipe Replacement
114 LF 6" Water Pipe Replacement
27 EA 6" to 10" Gate Valves
8 EA Standard Fire Hydrant
133 EA Water Service Line Connections & Meters
Unit II Sanitary Sewer Improvements
6,983 LF 8" Sanitary Sewer Pipe Replacement
51 LF 6" Sanitary Sewer Pipe Replacement
24 EA Sanitary Sewer Manholes
156 EA Sanitary Sewer Service Lines
Unit III Paving Improvements
25,378 SY 6"Reinforced Concrete Pavement
4,900 SY 7" Reinforced Concrete Curb
13,120 LF 7"Attached Concrete Curb
24,897 SF Concrete Sidewalks
Submission of Bids:
This project is a COMBINED CONTRACT as defined in Ordinance No. 13781. The offeror
shall list all first and second tier subcontracting and/or supplier opportunities. All other
provisions of Attachment 1 of Ordinance 13471 as amended by Ordinance 13781 apply to
this contract.
The Contractor is required to submit good Faith Effort documentation with all first and second
tier subcontracting and/or supplier opportunities for the entire project.
The total bid of the combined proposal is the apparent successful bidder. Unit I consists of the
water line improvements, Unit II consists of the sanitary sewer improvements and Unit III
consists of street improvements.
Pre-qualification Requirements for Water Department Work:
The water and/or sanitary sewer improvements must be performed by a contractor who is pre-
qualified by the Water Department at the time of bid opening. A general contractor, who is not
pre-qualified by the Water Department, must employ the services of a sub-contractor who is pre-
qualified. The procedure for pre-qualification is outlined in the "Special Instructions to Bidders
(Water Department)".
Bidders shall, if applicable, identify on the last page of the proposal section, the pre-qualified
sub-contractor who shall install the water and/or sanitary sewer facilities.
Comprehensive Notice to Bidders - 2
Failure to list a sub-contractor who is pre-qualified by the Water Department shall result in the
rejection of the bid as non-responsive.
The City reserves the right to reject any and/or all bids and waive any and/or all irregularities.
No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE
UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH
EFFORT FORM ("Documentation") as appropriate is received by the City. The award of
contract, if made, will be within forty-nine (49) days after this documentation is received, but in
no case will the award be made until the responsibility of the bidder to whom it is proposed to
award the contract has been verified.
Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging
receipt of the Addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that
do not acknowledge receipt of all Addenda may be rejected as being non-responsive.
Information regarding the status of Addenda may be obtained by contacting the Department of
Engineering at (817) 871-7910.
In accord with the City of Fort Worth Ordinance No. 13471, as amended by Ordinance No.
13781, the City of Fort Worth has goals for the participation of minority business enterprises and
women business enterprises in City contract. A copy of the Ordinance can be obtained from the
Office of the City Secretary. In addition, the bidder shall submit the MBE/WBE UTILIZATION
FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation") as appropriate. The documentation must be received no later than 5:00
P.M., five (5) business days after the bid opening date. The bidder shall obtain a receipt for the
appropriate employee of the managing department to whom delivery was made. Such receipt
shall be evident that the documentation was received by the City. Failure to comply shall render
the bid non-responsive.
For information concerning this project, please contact Scott Yates, P.E., with Carter&Burgess,
Inc., at (817) 735-6254 or Gopal Sahu, P.E., Project Manager, City of Fort Worth at (817) 871-
8979.
BOB TERRELL GLORIA PEARSON
City Manager City Secretary
A. Douglas Rademaker, P.E.
Department of Engineering
Director
ADVERTISING DATES:
March 30, 2000 DEPARTMENT OF ENGINEERING
A rfl 0 2000 A. DO RADEMAKER P.E. DIRECTOR
By:
Rick Trice, P.E.
Manager, Consulting Services
Comprehensive Notice to Bidders - 3
r
i
F
i
� A-3
� PREVAILING WAGE RATES
f
f
PREVAILING WAGE RATES
CITY OF FORT WORTH
HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES FOR 2000
CLASSIFICATIONS 2000 HOURLY
RATES
spaRaker
jAsphalt Shoveler
BBatching Plant Weigher
Carpenter (Rough)
Concrete Finisher-Paving fb`�
concrete Finisher Helper av,ng
Concrete Finisher-Structures
.F agger7.00
FormBuilder-Structures
Form Set er- a%Ang Curbs . 5
'Fo wetter- tructures $— "-5-
"La o6 ger= o
-Laborer-Utility .
Taecfianic- $� 13.25
icer $
-Pipe Layer $ ,
Pipe-Layer F4elper - 6..5-1
Asphalt Distributo-r Operator — - _ _—$ - T1.45
Asphalt Paving`Mac ine Operato7
Concrete among Saw ib:53
Crane,Clamshe1,_Backhoe Der-nc�c, Dra ig ne-S-Ko-v--e]T X172
CY) $ 10.00
,Cnane,Clamshell, Backfioe, ISe�rick,D�aglne,Sfi� (>1 172 2
ICY)
$
" rout rid Loaderless) --
Front End Loader (over-2-V2 CY)—! 2-'
;MiOmg Mac me Aerator - `$
Nfixer_ - $_
--- --- - -- -
'Motor Grader Operato�FFne_G rade) -- -I i'2-3r
'Motor-Gra der Operator--_ _______-_.- __ __ -- - $- __ -__-13.75
Paveme-n-Fl0lar ing ac ine _ - 1 i�0�
Roer,
ll , SteeT e eant-Mix Pav mments 9.
Roller,-Stee-WheTOTLier Flatw�eel or Tamping
'Roller, Pneuma ic,-S-eIfPropelle-a-Scraper ----- ----�-$ -�.
ral`eingM ixer .
Reinforcing Steel Setter aving -'-$
rrT ac - river- ing e Axle (L-igKtF $ 8.
Truck river- an em Axle Semi-Trailer
'Truck DrK er- ow oy oa
Truc cFDFK r_-T(a_nsit IGfix —____—______ —_�$ 1
Trac cTDriver- inc
A-4
i FORT WORTH M/WBE POLICY
r
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r City of Fort Worth
Minority and Women Business Enterprise Specifications
r SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar
Pvalue of the contract is less than$25,000,the M/WBE goal is not applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective
of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide
r goods and services directly or indirectly to the City.
M/WBE PROJECT GOALS
The City's MBE/WBE goal on this project is 43 %of the base bid value of the contract.
r
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance
by either of the following:
1. Meet or exceed the above stated M/WBE goal,or;
2. Good Faith Effort documentation, or;
3. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in
order for the entire bid to be considered responsive to the specifications.
1. M/WBE Utilization Form: received by 5:00 p.m.,five(5)City business days after the
r bid opening date,exclusive of the bid opening date.
2. Prime Contractor Waiver Form: received by 5:00 p.m.,five(5) City business days after the
bid opening date, exclusive of the bid opening date.
3. Good Faith Effort Form: received by 5:00 p.m.,five(5)City business days after the
bid opening date,exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE,WILL RESULT IN THE BID BEING
CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS.
F
Any questions,please contact the M/WBE Office at(817)871-6104.
F
F
Rev.6/2198
f-
- Rev_612i9A
ATTACHMENT 1C
Page 2 of 3
2.) Did you obtain a current list of M/WBE 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 QZ /Ili1 00
No -iE W G tZECer?tlro A A(e-W 1,6r-
op 6" 4�ja � Wlu, User (f roe-
3.) Did you solicit bids from E firms,within the subcontracting /or22svvupplre areas prev��y
listed, at lea a calendar days pr r to bid opening by mail, exclusive of the day the bids are
opened?
7� Yes If yes, attach M/WBE mail listing to include name of firm and address and a date
No copy of letter mailed.
4.) Did you solicit bids from M/WBE 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?
Yes If yes, attach list to include name of M/WBE 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 M/WBE name, date, time, fax number and
documentation faxed.
r
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 ten to be in compliance with questions 3 and 4.
5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of
plans and specifications in order to assist the MIWBEs?
�(iYes
No
6.) If M/WBE 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,if necessary,and attach.)
po Company Name Telephone Contact Person Scope of Work Reason for
Rejection
=Re,. /98
ATTACHMENT 1C
Page 3 of 3
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
M/WBE 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
PO participating in City work for a period of time not less than one (1) year.
P& The undersigned certifies that the information provided and the M/WBE(s) listed
was/were contacted in good faith. It is understood that any M/WBE(s) listed in
Attachment 1C will be contacted and the reasons for not u ing them will be verified by
the 's M/WBE ffice.
Authorized Signature rinte Signature
- F��� KeN(n( K-ke-C EV,- C-"P"
op Title Contact Name and Title (if different)
Qct Ram CP4 taisreu c.�c,rx J ColMK $1-t) >I- S1-LI
Company Name p one Number(s)
Opp
350( togee��
Address ax Number
Ge-A— *7(0(01 Apetc, Z'<< 2oa®
City/State/Zip Date
Rev.6/2/98
r
t
t
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r A-5
I BID PROPOSAL
r
r
i
PROPOSAL
TO: Mr. Bob Terrell
City Manager
Fort Worth, Texas
FOR: 1998 Capital Improvements Projects
Unit I: Water Improvements
Water Project No. PW 77-060770150490
Unit Il: Sanitary Sewer Improvements
Sewer Project No.: PS 46-070460133190
Unit III: Paving Improvements
T/PW Project No.: C115-020115040545/020115023230
D.O.E. Project NOs.: 2149 - Sylvania Ave. ( N.E. 28th to Premier)
2150 -Altaview Street (Kimbo to Chesser Boyer )
2151 - Fairview St. (Kimbo to Chesser)
2152 - Premier St. (Fairview to Mesquite)
2153 - Tom Ellen St. (Chesser Boyer to Fairview)
2154 - Wesley St. (Kimbo to Chesser Boyer)
2913 - Chesser Boyer (Tom Ellen to Sta 62+97)
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 Director, Department of Engineering of the City of Fort Worth. The
Contractor must be pre-qualified in accordance with the Water Department of the City of Fort
Worth requirements.
Total quantities given in the bid proposal may not reflect actual quantities; however, they are
given for the purpose of bidding on and awarding the Contract.
4 Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract
and furnish Performance, Maintenance and Payment Bonds approved by the City of Fort Worth
for performing and completing the construction work within the time stated and for the following
5, sum, to-wit:
(Furnish and install, including all appurtenant work, complete in place, the following items):
sp
W
Bid Proposal - 1
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT I - WATER
1, 1,764 L.F. 10" DR14 PVC Water Pipe
(includes removal and/or
abandonment of existing water
pipe)
Ayr-
Dollars &
ents er Linear Foot $ (� l • ' $
2. 5,679 L.F. 8" DR14 PVC Water Pipe
(includes removal and/or
abandonment of existing water
Pipe)
Dollars &
Gents per Linear Foot $ �S $
3. 114 L.F. 6" DR14 PVC Water Pipe
(includes removal and/or
abandonment of existing water
pipe) "
J� Dollars &
' `tunq- Chen per Linear Foot $ .�� $ -Z4ge7.
4. 2 EA. 10" Gate Valve with Cast Iron
Box & Lid
Iur� ���� Spuau
Dollars & p
ents per Each $ -I�0•21 $ 114c). t7-
Bid
2Bid Proposal - 2
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT I -WATER
5. 17 EA. 8" Gate Valve with Cast Iron
Box & Lid
SnC4 wam>-W
Dollars &
tiW4--Cents per Each $ 00 . $ 1110q. S�v
6 8 EA. 6" Gate Valve with Cast Iron
Box & Lid (�
•l''�V�I tUtt DR.a7�
Dollars &
Cents per Each $ �Jf 3. 3—° $
7 5 TON Cast Iron/Ductile Iron Fittings
tm' Dollars &
&I Cents per Ton $
8. 8 EA. Standard Fire Hydrant, T-6"
Bury Depth
1)"*&o ��
AU&MB AWM' 61ollars &
Cents per Each $ $
9. 8 L.F. Fire Hydrant Barrel Extension
.]C�{ Dollars &
l ents per Linear Foot $ ?j8� . 51 $ 3100 ,°a
Bid Proposal - 3
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT I -WATER
10 6 EA. Remove Existing Fire Hydrant
��tA.fa5C�1� Dollars &
8VelUrf e r Each $ $
11 131 EA. �1. Service Taps to Main
I ltib
Dollars &
Cents per Each $ 2'2'L. $ g3.
12. 2 EA. 1Y2" Service Taps to Main
1 we�►19bollars &
GqK'-Y"�LL Cents per Each $ 3Z5. �Ck $ W-7, 32
13. 1 EA. 2" Service Taps to Main
Dollars &
00�- Cents per Each $ 1-rS3.�`—� $ 41
14. 2,350 L.F. Install 1" Copper Service Main
to Meter
Dollars &
wuzr�-Iwo Cents per Linear Foot $
Bid Proposal -4
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT I -WATER
15. 25 L.F. Install 1%' Copper Service Main
to Meter
Dollars &
0,q. �
Cents per Linear Foot $ $ 1 �"
16. 25 L.F. Install 2" Copper Service Main
to Meter
Dollars &
Cents per Linear Foot $ $ --
17 17 EA. Install MultipleService Branches
for 1" Copper Service
Dollars &
OR Y " Gents per Each $ 10 ,8� $ "
18. 1 EA. Relocate 1" Service Meters and
MMeet� ,
e�rBoxes
f,KAUAma)
I �ekrtDollars &
torcents per Each $ $`7 , $ ken 31
Bid Proposal - 5
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT I -WATER
19. 113 EA. Furnish and Set Class A Meter
Box Q�
Dollars &
k Cents per Each $ 5-1. 24 $ (,,4`70. Le
20. 17 EA. Furnish and Set Class B
(Bullhead) Meter Box
Dollars &
:-(;R6ents per Each $ q-1 $
21. 3 EA. Furnish & Set Class C Meter
Box
�irtw•Brix
Dollars &
�t Cents per Each $ 5(p • L $ 8,
22. 1 L.S. Furnish and Lay 2" Pipe &
Fittings for Temporary Service
-IT-wau �
UIID � Dollars &
Cents per Lump Sum $ 'L�� . I� $
23. 125 C.Y. Crushed Limestone
Dollars &
Cents per Cubic Yard $ $
Bid Proposal - 6
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT I -WATER
24. 50 C.Y. Class B Concrete (2500 psi)
Dollars &
COY
-Vista—
Cents per Cubic Yard $ (A
25. 50 C.Y. Class E Concrete (1500psi)
Dollars &
Cents per Cubic Yard $
26. 4 EA. Dehole 0'-5' in Depth
Dollars &
ents per Each $
27, 1 EA. Dehole 5'-10' in Depth
U
Dollars &
lents per Each $ �'Z`l. $ (27, 2�
28. 100 L.F. Concrete Curb & Gutter
Replacement
Dollars &
Suri- tTtr�cr
Cents per Linear Foot $ $ $
Bid Proposal - 7
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT I -WATER
29. 175 L.F. Concrete Pavement on 2:27
Concrete Base per Figure 1
(maximum width of 4')
Dollars &
qS Z�
ents per Linear Foot $ $ z
30. 100 L.F. Concrete Pavement on 2:27
Concrete Base for Water
Services per Figure 1
(maximum
__,,wiideeth of 2')
�k(GG
Dollars &
Cents per Linear Foot $ . L-0- $ 1931019-
31
0, s31 200 L.F. Minimum 1-Y2" HMAC on
Reinforced Concrete Base Per
Figure 2
Dollars &
Cents per
Two. Foot $ t e ati $ m�
32. 7,400 L.F. 2" Hot or Cold Mix Asphalt
Temporary Pavement Per
Figur{e�A (maximum width of 4')
alt
Dollars &
11tY-'1 '(t,ut� cef 88,
Cents per Linear Foot $ 0( ,
Bid Proposal - 8
it
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT I -WATER
33. 2,250 L.F. 2" Hot or Cold Mix Asphalt
Temporary Pavement for Water
Service Connection per Figure
A (maximum width of 2')
�k
tat
t
Dollars &
- AD
Cents per Linear Foot $ q • $
34. 10 L.F Concrete Encasement
___
rut
Ar Dollars &
Cents per Linear Foot $
35. 350 L.F. Install Services Up To 2" by
Other Than Open Cut
Dollars &
�W0qents per Linear Foot $ L�',. $ rzo,
36. 100 L.F. Trench Safety System (over 5'
depth)
OC
Dollars &
SWI*Cents per Linear Foot $ l . $ (1 00
SUB-TOTAL UNIT I - WATER $ 454 (0q, 4
Bid Proposal - 9
LIST OF CAST IRON FITTINGS
FOR 10", 8" and 6" WATER LINES
AS REQUIRED BY E2-7.11A TO BE SUBMITTED WITH BIDS
Contractor shall fill in blanks for"Weight Each Fitting (lb)" and "Total Weight (lb)" as a part of bid:
NUMBER OF SIZE OF WEIGHT E TOTAL
FITTINGS FITTINGS TYPE OF FITTINGS FITTING BH�j WEIGHT (LB))
2 10" MJ Solid Sleeve S01B
1 10" Cleaning Wye 15 3 ✓L,!53
2 10" x 6" Tee 140 SibD
5 10" x 8" Tee $ ( O
5 8" 11.25 Degree Bend 320
8 8" MJ Solid Sleeve t7 11 b 3 2
4 8" Cleaning Wye
�S Q
a 5 8" x 6" Tee S
1 8" 25D 53M 21S Bend �p
7 8" x 8" Tee p
1 8" 22D 23M 07S Bend p S
1 8" 22.5 Degree Bend r7 1
5 8" x 6" Reducer 31zlo
4 6" MJ Solid Sleeve VA
1 8" Wye Branch J f`js
i
Bid Proposal - 10
DESCRIPTION OF ITEMS WITH
PAY APPROXIMATE UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
UNIT II - SEWER
1. 5,858 L.F. 8" SDR-35 PVC Pipe, all depths
(includes removal and/or
abandonment of existing sewer
pipe)
ung
Dollars &
s
n Cents per Linear Foot $ 22. 5 $
2. 1,125 L.F. 8" Class 51 Ductile Iron Pipe, all
depths (includes removal and/or
abandonment of existing sewer
pipe)''
Dollars &
.. u w,"-"rte
Cents per Linear Foot $ 2j t.
3. 20 L.F. 6" SDR-35 PVC Pipe, all depths
(includes removal and/or
abandonment of existing sewer
pipe)
&Lnts
Dollars &
e Linear Foot $ $ 425. 4%
4. 31 L.F. 6" Class 51 Ductile Iron Pipe, all
depths (includes removal and/or
abandonment of existing sewer
pipe)
Dollars &
,� Ss
Ct6 Cents per Linear Foot $ - $
Bid Proposal - 11
DESCRIPTION OF ITEMS WITH
PAY APPROXIMATE UNIT AMOUNT
ITEM QUANTITY BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT II - SEWER
5, 22 EA. Standard 4' Diameter Manhole
(to 6' depth)
G 1 k A-ki) w
J ,G ,—I—U.o Dollars &
I I�.1 Pmt 4�yCCents per Each $ �s $ 34 IS1.10-
6 2 EA. 4' Diameter Manhole (to 6'
Depth) With Hydraulic Slide
Dollars &
!��WAM-T�w Cents per Each $ (s0 �� $ 2l1(.
7 13 V.F. Additional Depth Over 6' of
Standard 4' Diameter Manhole
Dollars &
=5ew per Vertical Foot $ 14 C, , $ 10101b. DI
8. 2 EA. Concrete Collar for Manhole, per
Figure 121
Dollars &
00
Cents per Each $ ` $ 2 3
9. 24 EA. Watertight Manhole Inserts
Dollars &
46
Cents er Each $ ��. $ Ssu, —
Bid Proposal - 12
DESCRIPTION OF ITEMS WITH
PAY APPROXIMATE UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
UNIT II - SEWER
10. 15 EA. Remove and Dispose of Existing
Sewer Manhole
—Ikk
�JAAQ,t� �1 Dollars &
�Ptl�Gt��fslL96—cents per Each $ 4(,eo, 3a $ teo5. 2°
11, 146 EA. 4" Sanitary Sewer Service Tap
t'bA Dollars &
Cents per Each $ O� , °s $ ��la(. 3-2-
1Z
`1 . 1 EA. 6" Sanitary Sewer Service Tap
Dollars &
�
►
Cents per Each $ 1QaI .-' $ Q-7.
13. 3,815 L.F. 4" Sanitary Sewer Service Line
Replacement
Dollars &
nts'per Linear Foot $
14. 25 L.F, 6" Sanitary Sewer Service Line
Replacement
�ilFakt.9�l�
Dollars &
ents per Linear Foot $ S $ 4-70 �r
Bid Proposal - 13
DESCRIPTION OF ITEMS WITH
PAY APPROXIMATE UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
UNIT II - SEWER
15. 125 C.Y. Crushed Limestone
Dollars &
Cents per Cubic Yard $ $ 333.2, 5-0
16. 50 C.Y. Class B Concrete (2500 psi)
Dollars &
b j
Cents per Cubic Yard $ ( . 40 $ 4-70,
17. 50 C.Y. Class E Concrete (1500 psi)
Dollars &
0
0qCents per Cubic Yard $ C01. 4 $ 34.70.`b
18. 6,100 L.F. Trench Safety System (over 5'
depth)
AArr
Dollars &
�ener Linear Foot $
19. 250 L.F. Minimum 1-Y2" HMAC on
Reinforced Concrete Base per
Figure 2 (maximum width of 4')
Dollars &
$en-ts per Linear Foot $ $ T7���•—
Bid Proposal - 14
DESCRIPTION OF ITEMS WITH
PAY APPROXIMATE UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
UNIT II - SEWER
20. 50 L.F. Minimum 1-%" HMAC on
Reinforced Concrete Base for
Sewer Service per Figure 2
(maximum width of 2')
�MDollars &
Centsp`€� iL near Foot
21, 7,500 L.F� 2" Hot or Cold Mix Asphaltic
Temporary Pavement Repair per
Figure B (maximum width of 4'
except where otherwise
indicated)
Dollars &
lh per Linear Foot $
22. 3,000 L.F 2" Hot or Cold Mix Asphaltic
Temporary Pavement for Sewer
Services per Figure B (maximum
width of 2')
��11 Dollars &
' on'fs per Linear Foot $
23. 50 L.F. Concrete Curb & Gutter
Replacement
Cwy
Dollars &
en s per Linear Foot $ 3� $ �CP7sp
Bid Proposal - 15
DESCRIPTION OF ITEMS WITH
PAY APPROXIMATE UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
UNIT II - SEWER
24. 1,000 L.F. Concrete Pavement on 2:27
Concrete Base per Figure 1
(maximum width of 4' except
where otherwise indicated)
Dollars &
5tN' Cents per Linear Foot $ 2. $ ?'s r0."
25. 350 L.F. Concrete Pavement on 2:27
Concrete Base for Sewer
Services per Figure 1 (maximum
width�of 2')
l liSUN-IZLA:>
Dollars &
0Cper Linear Foot $ I? $ -751, �E?
26. 24 EA. Vacuum Test Manholes
Dollars &
Cents per Each $ O s� $
27. 7,034 L.F. Post Construction Television
Inspection of Sanitary Sewer
Lines
Dollars &� - Cents per Linear Foot 1 $
Bid Proposal - 16
DESCRIPTION OF ITEMS WITH
PAY APPROXIMATE UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
UNIT II - SEWER
28. 10 L.F. Concrete Encasement
l�
Dollars &
ent per Linear Foot $ $ 701,
29. 1 EA. Adjust Manhole Rim Elevation
-Scuaj Dollars &
�tA o Cents per Each $ `j • $ 02-
30.
230. 560 L.F. Pre-Construction Cleaning &
Television Inspection of Sanitary
Sewer Lines
Dollars &
Cents per Linear Foot $ Z3 $ 1245• 9-*
31 560 L.F. Remove and Dispose of 6"
Sanitary Sewer Line
Dollars &
CentsperLinear Foot $ $
32. 1 EA. Cut and Plug Existing Sanitary
Sewer
gluam
Dollars & •
2� L1
Cents per Each $ [�1 $ ��• —
Bid Proposal - 17
DESCRIPTION OF ITEMS WITH
PAY APPROXIMATE UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
UNIT II - SEWER
33. 2 EA. Dehole 0' - 5' in Depth
I�ltUt� Dollars &
&ents per Each $ 6� $
34. 2 EA. Dehole 5' - 10' in Depth
Once Nne� rrr�r
A- Dollars &
In1(wtr Gc4 Cents per Each $ r;4 • i $ 'Zoo.
SUB-TOTAL UNIT II - SEWER $ Q-1?> 47b.
TOTAL WATER & SANITARY SEWER IMPROVEMENTS BID $
Bid Proposal - 18
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT III - PAVING
1 12 EA. Project Designation Signs
Dollars &
cents per Each $ ,. $ �°
2 1 L.S. Utility Adjustment
�cT�c.A-iu0
Dollars &
Cents per Lump Sum $ n o� $ oOo=
3. 42,457 S.F. Remove Old Concrete
(Pavement with Curb)
(Sylvania)
r
Dollars &
ents per Square Foot $ $
4. 11,460 L.F. Remove Old Concrete (Curb &
Gutter)
l t,lls
�j Dollars &
S Cents per Linear Foot $ 10 $
5. 18,597 S.F. Remove Old Concrete
(Sidewalk & Driveway)
Dollars &
omr-
I3 t7
" Cents per Square Foot $ $ l
Bid Proposal - 19
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT III - PAVING
6. 1,557 S.F. Remove Old Concrete (Valley
Gutter)
Dollars & 1 �1 (f-7-
Cents per Square Foot $
7. 7,213 C.Y. Unclassified Street Excavation
"-;Sl K
Dollars &
,/ sa—
Cents per Cubic Yard $ $ `c8038.
8. 468 C.Y. Topsoil
Dollars &
Cents per Cubic Yard $ $ 54 1�
9. 31,180 S.Y. 6" Lime Stabilized Subgrade
UNC
Dollars &
Sixes - _
Cents per Square Yard $ $
10. 440 Tons Lime for Subgrade (28 lbs/SY)
AUK
Dollars &
1 .°�°
Cents per Tons $ 00 $
Bid Proposal - 20
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT III - PAVING
11 134 Tons Hot Mix Asphaltic Concrete
Transition Pavement
Dollars &
Cents per Tons $ �J 3 ' $
12. 25,378 S.Y. 6" Reinforced Concrete Street
Pavement With #3 @24" C-C
Both Ways
Dollars &
41T7 At.4-0-
Cents per Square Yard $ g $
13. 4,900 S.Y. 7" Reinforced Concrete Street
Pavement With #3 @24" C-C
Both Ways (Sylvania Avenue)
Dollars &
Cents per Square Yard $ O .�- $ OOt
14. 2 E.A. Replace Existing Inlet Top
bollars &
Cents per Each $ t ' $
�" Bid Proposal - 21
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT III - PAVING
15. 13,120 L.F. 7" Attached Concrete Curb
Dollars & Zo
Cents per Linear Foot $ $ `
16. 24,897 S.F. Concrete Sidewalks &
Driveways
Dollars &
Cents per Square Foot $ �, $
17. 33,107 L.F. Silicone Joint Sealant
Dollars &
Std -a&tfe--
Cents per Linear Foot $ $
18. 1,870 L.F. Sawcut and Dowell Into Existing
Concrete Pavement
M11
Dollars & q..
en per Linear Foot $ $
TOTAL UNIT III - PAVING $ 2 4%7
4
Bid Proposal - 22
rPAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
rPRICES WRITTEN IN WORDS
UNIT IV - MISCELLANEOUS ITEMS
1. 16 HR. Screen, Analyze and Evaluate
Potentially Petroleum
Contaminated Areas (soils and
water). Provide On-Site
Personnel, Including 15% Office
Management Time and
Appropriate Field Screening
Device
�✓(ta Kr�-
Dollars &
Cents per Job Site Hour $ $
2. 100 C.Y. Load, Haul and Disposal of
'P Petroleum Contaminated
Material with 0 to 1500 PPM
TPH
Dollars & o�
' lH� _C'ents per Cubic Yard $ 15 • 3� $
3. 100 C.Y. Load, Haul and Dispose of
Petroleum Contaminated
Material with 1500 to 3000 PPM
TPH
/I rr Dollars & -5e7.
e7 3,7q4
Gv&nts per Cubic Yard 1 $ $
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Bid Proposal - 23
r
rPAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
FPRICES WRITTEN IN WORDS
UNIT IV - MISCELLANEOUS ITEMS
4. 1,000 GAL. Handling Petroleum
Contaminated Water
�WD
Dollars &
43 7EZo.
4Q,t4'<�Vyeents per Gallon $ �. $
5. 10 EA. Soil Analysis for Total
Petroleum Hydrocarbons by
Method 418.1 to Include Sample
Shipping, Disposal and Report
of Results
Dollars &
�1Y-M- O(Waf-Cents per Each $ J�' $
6. 10 EA. Water Analysis for Total
Petroleum Hydrocarbons by
Method 418.1 to Include Sample
IL Shipping, Disposal, and Report
of Results
Dollars &
11 - (kKT–Cents per Each $ �2J • $
7. 10 EA. Soil Analysis for BTEX by
Method 8020 to Include Sample
Shipping, Disposal and Report
of Results
Dollars &
&kry- I Cents per Each $ �� • $ ��a`—
Bid Proposal - 24
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT IV - MISCELLANEOUS ITEMS
8. 10 EA. Water Analysis for BTEX by
Method 8020 to include Sample
Shipping, Disposal and Report
of Results
cr�Srrvct�f
Dollars &
'�-t(4R71 tNcfCents per Each $ $
9. 10 EA. Water or Soil Analysis for Total
Organic Halogens (TOX) by
SW846 Method 9020, Including
Sample Shipping, Disposal and
Report of Results
r/ uND(1;�� IW13Ga'r
vp Dollars &
� IZc�. 32
MM " Cents per Each $ $
10. 10 EA. Soil Analysis for Total Lead by
SW846 Method 601, Including
Sample Shipping, Disposal and
FReport of Results
rDollars &
Cents per Each $ $
11. 10 EA. Soil Analysis for T LP Metals,
y C e ,
Including Sample Shipping,
Disposal and Report of Results
keV
Dollars & 4-7 ?a
/ � 1
,
`�t'f'�'' Scktet�(Cents per Each $
Bid Proposal - 25
�i
PAY APPROXIMATE DESCRIPTION OF ITEMS UNIT AMOUNT
ITEM QUANTITY WITH BID PRICE BID
PRICES WRITTEN IN WORDS
UNIT IV - MISCELLANEOUS ITEMS
12. 1 EA. Soil Analysis for TCLP Volatiles,
Including Sample Shipping,
Disposal and Report of Results
EV U r - 2
Dollars &
Cents per Each $ Q�t .?� $ .
13. 1 EA. Soil Analysis for TCLP Base
Neutrals and Acid Compounds,
Including Sample Shipping,
Disposal and Report of Results
Dollars &
Cents per Each $ 3�(2-Jj $ 34
TOTAL UNIT IV - MISCELLANEOUS ITEMS $
Bid Proposal - 26
BID SUMMARY
Subtotals
Unit I —Water Improvements $ 454 1 1 nl • t�
- Unit II - Sanitary Sewer Improvements $ Aq g ( 420 ` +l
Unit III — Paving & Storm Drainage Improvements $ � Z�
410,
Unit IV - Miscellaneous terns $ 14 ,-5-1 ( 19--
TOTAL UNIT I, II, III & IV BID
Bid Proposal - 27
Within ten (10)days after acceptance of this Proposal, the undersigned will execute the formal contract
and will deliver an approved Surety Bond, and such other bonds as required by the Contract Documents,
for the faithful performance of the contract. The attached bid security in the amount of 5% is to
become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not
executed and delivered within the time above set forth as liquidated damages for delay and additional
work caused thereby.
The undersigned bidder certifies that he has been furnished at least one set of the General Contract
Documents and General Specifications for Water Department Project dated January 1, 1978, and he has
read and thoroughly understands all the requirements and conditions of those General Documents and
these specific Contract Documents and appurtenant plans.
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.
Taxes: All equipment and materials not consumed by or incorporated into the project construction are
subject to State sales tax under House Bill11, enacted Autust 15, 1991.
The successful bidder shall be required to complete the attached Statement of Materials and Other
Charges Contractor at the time of executing the contract.
The undersigned assures that its employees and applicants for employment and those of any labor
organization, subcontractors or employment agency, in either furnishing or referring employee applicants
to the undersigned, are not discriminated against as prohibited by the terms of City Ordinance No. 7278,
as amended by City Ordinance No. 7400.
The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to
complete the Unit I, Unit Il, and Unit III combined contract within 200 working days after beginning
construction as set forth in the written work order to be furnished by the Owner.
(Complete A. or B. below, as applicable:)
[] A. The principal place of business of our company is in the State of
[] Nonresident bidders in the State of . our principal place of
business are required to be percent lower than resident bidders by
state law. A copy of the statute is attached.
[] Nonresident bidders in the State of . our principal place of
business, are not required to underbid resident bidders.
y B. The principal place of business of our company or our parent company or majority owner
is in the State of Texas.
Bid Proposal - 28
Receipt is acknowledged of the following addenda:
(SEAL) If bidder is Corporation
Addendum No. 1 Respectfully submitted, /1
Addendum No. 2 (IGH snruCfMO NMOIAn(
Addendum No. 3 By: f�' ZT
TITLE
( S E A L ) If bidder is Corporation. -2;60l O-Om c>r fr 5fUBT--
AR E S S
Ef ? '759-4101 4K
Telephne
R3l- tal -Aka,
Bid Proposal - 29
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r VENDOR'S COMPLIANCE TO STATE LAW
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COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to
nonresident bidders. This law provides that,in order to be awarded a contract as low bidder,nonresident bidders
(out-of-State contractors whose corporate offices or principal place of business are outside of the State of Texas)
bid projects for construction,improvements,supplies or services in Texas at an amount lower than the lowest
Texas resident bidder by the same amount that a Texas resident bidder would be required too underbid a
nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal
place of business is located. The appropriate blanks in Section A must be filled out by all out-of-State or
nonresident bidders in order for your bid to meet specifications. The failure of out-of-State or nonresident
contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B.
A. Nonresident vendors in (give State),our principal place of business,are required to
be percent lower than resident bidders by State law. A copy of the Statute is attached.
P
Nonresident vendors in (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. E]
BIDDER:
By:
(Please print)
Signature:
Title:
City State Zip (Please print)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
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B-1
� SPECIAL INSTRUCTIONS TO BIDDERS
(WATER DEPARTMENT)
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dw SPECIAL INSTRUCTIONS TO BIDDERS
(WATER DEPARTMENT)
1. PREQUALI FI CATION REQUIREMENTS: All contractors submitting bids are required to
be pre-qualified by the Fort Worth Water Department prior to submitting bids. This pre-
qualification process will establish a bid limit based on a technical evaluation and
financial analysis of the contractor. It is the bidder's responsibility to submit the following
documentation: a current financial statement, an acceptable experience record, an
acceptable equipment schedule and any other documents the Department may deem
necessary, to the Director of the Water Department at least seven (7) calendar days
prior to the date of the opening of bids.
A. The financial statement required shall have been prepared by an independent
certified public accountant or an independent public accountant holding a valid
permit issued by an appropriate State licensing agency and shall have been so
prepared as to reflect the financial status of the submitting company. This
statement must be current and not more than one (1) year old. In the case that a
bidding date falls within the time a new statement is being prepared, the previous
statement shall be updated by proper verification.
B. For an experience record to be considered to be acceptable for a given project, it
must reflect the experience of the firm seeking qualification in work of both the
same nature and technical level as that of the project for which bids are to be
received.
C. The Director of the Water Department shall be the sole judge as to the
racceptability for financial qualification to bid on any Fort Worth Water Department
project.
D. Bids received in excess of the bid limit shall be considered non-responsive and
will be rejected as such.
E. The City, in its sole discretion, may reject any bid for failure to demonstrate
experience and/or expertise.
F. Any proposals submitted by a non-pre-qualified bidder shall be returned
unopened, and if inadvertently opened, shall not be considered.
r G. The City will attempt to notify prospective bidders whose qualifications (financial
r or experience) are not deemed to be appropriate to the nature and/or magnitude
of the project on which bids are to be received. Failure to notify shall not be a
rwaiver of any necessary pre-qualification.
2. BID SECURITY: A cashier's check or acceptable bidder's bond payable to City of Fort
Worth in an amount of not less than five percent (5%) of the largest possible total of the
bid submitted must accompany the bid, and is subject to forfeiture in the event the
successful bidder fails to execute the Contract Documents within ten (10) days after the
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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 (1/10) the total capital and surplus.
3. BONDS: A performance bond, a payment bond and a maintenance bond each for one
hundred percent (100%) of the contract price will be required, Reference C3-3.7.
4. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort
Worth, Texas, and as set forth in the Contract Documents must be paid on this project.
5. AMBIGUITY: 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 construction
thereof to the City or to reject the Proposal.
6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas.
7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the
City of Fort Worth will not award this contract to a nonresident bidder unless the
nonresident'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
nonresident bidder to obtain a comparable contract in the State in which the
nonresident's principal place of business is located.
"Nonresident bidder" means a bidder whose principal place of business is not in the
State of Texas, but excludes a contractor whose ultimate parent company or majority
owner has its principal place of business in the State of Texas.
This provision does not apply if this contract involves Federal funds.
The appropriate blanks of the Proposal must be filled out by all nonresident bidders in
order for your bid to meet specifications. The failure of a nonresident contractor to do so
will automatically disqualify that bidder.
8. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be paid
within forty-five (4) calendar days after completion and acceptance by the City.
1 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal
Government, Contractor covenants that neither it, nor any of its officers, members,
agents, employees, program participants or subcontractors while engaged in performing
this contract, shall, in connection with the employment, advancement or discharge of
employees or in connection with the terms, conditions or privileges of their employment,
discriminate against persons because of their age except on the basis of a bona fide
occupational qualification, retirement plan, or statutory requirement.
Contractor further covenants that neither it nor its officers, members, agents, employees,
subcontractors, program participants, or persons acting on their behalf, shall specify, in
solicitations or advertisements for employees to work on this contract, a maximum age
limit for such employment unless the specified maximum age limit is based upon a bona
fide occupational qualification, retirement plan, or statutory requirement.
Contractor warrants it will fully comply with the policy and will defend, indemnify and hold
City harmless against any claims or allegations asserted by third parties or
subcontractors alleged failure to comply with the above referenced policy concerning
age discrimination in the performance of this agreement.
10. DISABILITY: In accordance with the provisions of the Americans With Disabilities act of
1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not
unlawfully discriminate on the basis of disability in the provision of services to the general
public, nor in the availability, terms and/or conditions of employment for applicants for
employment with or employees of Contractor or any of its subcontractors. Contractor
warrants it will fully comply with the ADA's provisions and any other applicable Federal,
State and local laws concerning disability and will defend, indemnify and hold City
s harmless against any claims or allegations asserted by third parties or subcontractors
against City arising out of Contractor's and/or it's subcontractors alleged failure; to
comply with the above-referenced laws concerning disability discrimination in the
performance of this agreement.
MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with the City of
Fort Worth Ordinance No. 13471, as amended by Ordinance No. 13781, 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
0- Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION
FORM, PRIME CONTRACTOR WAIVER FORM and/or GOOD FAITH EFFORT FORM
("Documentation") as appropriate. The documentation must be received no later than
5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a
receipt from the appropriate employee of the managing department to whom delivery
was made. Such receipt shall be evidence that the documentation was received by the
City. Failure to comply shall render the bid non-responsive.
Upon request, Contractor agrees to provide the Owner complete and accurate
information regarding actual work performed by a Minority Business Enterprise (MBE)
and/or a Women Business Enterprise (WBE) on the contract and payment thereof.
Contractor further agrees to permit any audit and/or examination of any books, records
or files in its possession that will substantiate the actual work performed by an MBE
' and/or WBE. 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
f" ordinances relating to false statements. Further, any such misrepresentation (other than
a negligent misrepresentation) and/or commission of fraud will result in the Contractor
being determined to be irresponsible and barred from participating in City work for a
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period of time of not less than three (3) years.
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B-2
GENERAL CONDITIONS
(WATER DEPARTMENT)
PART C - GENERAL CONDITIONS
TABLE OF CONTENTS
NOVEMBER, 1, 1987
TABLE OF CONTENTS
C1-1 DEFINITIONS
C1-1.1 Definition of Terms C1-1 (1)
C1-1.2 Contract Documents C1-1 (1)
C1-1.3 Notice to Bidders C1-1 (2)
C1-1.4 Proposal C1-1 (2)
C1-1.5 Bidder C1-1 (2)
C1-1.6 General Conditions C1-1 (2)
C1-1.7 Special Conditions C1-1 (2)
C1-1.8 Specifications C1-1 (2)
C1-1.9 Bond C1-1 (2)
C1-1.10 Contract C1-1 (3)
C1-1.11 Plans C1-1 (3 )
C1-1.12 City C1-1 (3)
C1-1.13 City Council C1-1 (3)
C1-1.14 Mayor C1-1 (3)
C1-1.15 City Manager C1-1 (3 )
C1-1.16 City Attorney C1-1 (3)
C1-1.17 Director of Public Works C1-1 (4)
C1-1.18 Director, City Water Department C1-1 (4)
C1-1.19 Engineer Cl-1 (4)
C1-1.20 Contractor C1-1 (4)
C1-1.21 Sureties C1-1 (4)
C1-1.22 The Work or Project C1-1 (4)
C1-1.23 Working Day C1-1 (4)
C1-1.24 Calendar Day C1-1 (4 )
C1-1.25 Legal Holiday C1-1 (4)
C1-1.26 Abbreviations C1-1 (5)
C1-1.27 Change Order C1-1 (6)
C1-1.28 Paved Streets and Alleys C1-1 (6)
C1-1.29 Unpaved Streets and Alleys C1-1 (6)
C1-1.30 City Streets C1-1 (6)
C1-1.31 Roadway C1-1 (6)
C1-1.32 Gravel Street Cl-1 (6)
C2-2 INTERPRETATION AND PREPARATION
OF PROPOSAL
C2-2.1 Proposal Form C2-2 (1)
C2-2.2 Interpretation of Quantities C2-2 (1)
C2-2.3 Examination of Contract Documents
and Site C2-2 (2)
C2-2.4 Submitting of Proposal C2-2 (3)
C2-2.5 Rejection of Proposals C2-2 (3 )
C2-2.6 Bid Security C2-2 (3)
(1)
C2-2.7 Delivery of Proposal C2-2 (4)
C2-2.8 Withdrawing Proposals C2-2 (4 )
C2-2.9 Telegraphic Modification of Proposals C2-2 (4 )
C2-2.10 Public Opening of Proposal C2-2 (4)
C2-2.11 Irregular Proposals C2-2 (4)
C2-2.12 Disqualification of Bidders C2-2 (5)
C3-3 AWARD AND EXECUTION OF DOCUMENTS
C3-3.1 Consideration of Proposals C3-3 (1)
C3-3.2 Minority Business Enterpise
Women-Owned Business Enterprise
compliance C3-3 (1)
C3-3.3 Equal Employment Provisions C3-3 (1)
C3-3. 4 Withdrawal of Proposals C3-3 (2)
C3-3.5 Award of Contract C3-3 (2)
C3-3.6 Return of Proposal Securities C3-3 (2)
C3-3.7 Bonds C3-3 (2)
C3-3. 8 Execution of Contract C3-3 (4 )
C3-3.9 Failure to Execute Contract C3-3 (4 )
C3-3.10 Beginning Work C3-3 (4 )
C3-3.11 Insurance C3-3 (4 )
C3-3.12 Contractor's Obligations C3-3 (7)
C3-3.13 Weekly Payroll C3-3 (7)
C3-3.14 Contractor's Contract Administration C3-3- (7)
C3-3.15 Venue C3-3 (8 )
C4-4 SCOPE OF WORK
C4-4.1 Intent of Contract Documents C4-4 (1)
C4-4. 2 Special Provisions C4-4 (1)
C4-4.3 Increased or Decreased Quantities C4-4 (1)
C4-4 .4 Alteration of Contract Documents C4-4 (2)
C4-4.5 Extra Work C4-4 (2)
C4-4.6 Schedule of Operations C4-4 (3)
C4-4.7 Progress Schedules for Water and
Sewer Plant Facilities C4-4 (4 )
C5-5 CONTROL OF WORK AND MATERIALS
C5-5.1 Authority of Engineer C5-5 (1)
C5-5.2 Conformity with Plans C5-5 (1)
C5-5. 3 Coordination of Contract Documents CS-5 (2)
C5-5.4 Cooperation of Contractor C5-5 (2)
C5-5.5 Emergency and/or Rectification Work C5-5 (3)
C5-5.6 Field Office C5-5 (3)
C5-5.7 Construction Stakes C5-5 (3)
C5-5.8 Authority and Duties of Inspectors C5-5 (4)
CS-5.9 Inspection CS-5 (5)
CS-5.10 Removal of Defective and Unauthorized Work C5-5 (5)
C5-5.11 Substitute Materials or Equipment C5-5 (5)
C5-5.12 Samples and Tests of Materials CS-5 (6)
C5-5.13 Storage of Materials C5-5 (6)
CS-5.14 Existing Structures and Utilities CS-5 (7)
C5-5.15 Interruption of Service C5-5 (7)
C5-5.16 Mutual Responsibility of Contractors C5-5 (8 )
C5-5.17 Cleanup C5-5 (8 )
C5-5.18 Final Inspection C5-5 (9)
(2)
C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
C6-6.1 Laws to be Observed C6-6 (1)
C6-6.2 Permits and Licenses C6-6 (1)
C6-6.3 Patented Devices, Materials and Processes C6-6 (1)
C6-6.4 Sanitary Provisions C6-6 (2)
C6-6.5 Public Safety and Convenience C6-6 (2)
C6-6.6 Privileges of Contractor in Streets,
Alleys, and Right-of-Way ""` C6-6 (3)
C6-6.7 Railway Crossings C6-6 (4)
C6-6.8 Barricades, Warnings and Watchmen C6-6 (4)
C6-6.9 Use of Explosives, Drop Weight, etc. C6-6 (5)
C6-6.10 Work Within Easements C6-6 (6)
C6-6.11 Independent Contractor C6-6 (8)
C6-6.12 Contractor 's Responsibility for
Damage Claims C6-6 (8)
C6-6.13 Contractor's Claim for Damages C6-6 (10)
C6-6.14 Adjustment of Relocation of Public
Utilities, etc. C6-6 (10)
C6-6.15 Temporary Sewer Drain Connections C6-6 (10)
C6-6.16 Arrangement and Charges of Water
Furnished by City C6-6 (11)
C6-6.17 Use of a Section of Portion of the Work C6-6 (11)
C6-6.18 Contractor' s Responsibility for Work C6-6 (11)
C6-6.19 No Waiver of Legal Rights C6-6 (12)
C6-6.20 Personal Liability of Public Officials C6-6 (12)
C6-6.21 State Sales Tax C6-6 (12)
C7-7 PROSECUTION AND PROGRESS
C7-7.1 Subletting C7-7 (1)
C7-7.2 Assignment of Contract C7-7 (1)
C7-7.3 Prosecution of the Work C7-7 (1)
C7-7. 4 Limitations of Operations C7-7 (2)
C7-7.5 Character of Workman and Equipment C7-7 (2 )
C7-7.6 Work Schedule C7-7 (3 )
C7-7.7 Time of Commencement and Completion C7-7 (4)
C7-7.8 Extension of time of Completion C7-7 (4)
C7-7.9 Delays C7-7 (4 )
C7-7.10 Time of Completion C7-7 (5)
C7-7.11 Suspension by Court Order C7-7 (6)
C7-7.12 Temporary Suspension C7-7 (6)
C7-7.13 Termination of Contract due to
National Emergency C7-7 (7)
C7-7.14 Suspension of Abandonment of the
Work and Annulment of Contract C7-7 (7)
C7-7.15 Fulfillment of Contract C7-7 (9)
C7-7.16 Termination for Convenience of the Onwer C7-7 (10)
C7-7.17 Safety Methods and Practices C7-7 (13)
C8-8 MEASUREMENT AND PAYMENT
C8-8.1 Measurement of Quantities C8-8 (1)
C8-8.2 Unit Prices C8-8 (1)
4
- (3)
C8-8 .3 Lump Sum C8-8 (1)
C8-8.4 Scope of Payment C8-8 (1)
C8-8.5 Partial Estimates and Retainage C8-8 (2)
C8-8.6 Withholding Payment C8-8 (3)
C8-8 .7 Final Acceptance C8-8 (3)
. C8-8.8 Final Payment C8-8 (3)
C8-8.9 Adquacy of Design C8-8 (4)
C8-8.10 General Guaranty. C8-8 (4)
C8-8.11 Subsidiary Work C8-8 (5)
C8-8.12 Miscellaneous Placement of Material C8-8 (5)
C8-8.13 Record Documents C8-8 (5)
(4)
QENZ AL CONSTRUCTION NOTES
1. Applicable design and details shall conform to "General
Contract Documents and Specifications for Water Department
Protects" (GCD) effective July 1, 1978, with the latest
revisions.
2. All horizontal blocking, cradle blocking, and vertical
tie-down blocking to be in accordance with Fig. (s) 9, 10, and
11 of the GCD.
3. Fire hydrants shall be located a minimum of 3'-0" behind the
face of curb per Fig. 5 GCD.
4. All gate valve installations for sizes up to 12" are to be per
Fig. 3 GCD and sizes 16" and larger Fig. 4 GCD.
5. The proposed water and/or sewer mains at times will be laid
close to other existing utilities and structures both above
and below the ground. The contractor shall make necessary
provisions for the support and protection of all utility
poles, fences, trees, shrubs, gas mains, telephone cables, TU
cables, drainage pipes, utility services, and all other
utilities and structures both above and below the ground
during construction. It is the contractor's responsibility to
notify all utility owners prior to any construction in the
area and verify the actual location of all buried utilities
that may or may not be shown on the plans. The contractor
shall preserve and protect all underground and overhead
facilities and be responsible for any damage he may cause to
w them.
The Contractor shall contact the following @ least 48 hours
prior to excavating at each location:
Fort Worth Water Department 871-8306
Lone Star Gas Company Metro (214) 263-3444
Texas Utility Service Company 336-2328
Southwestern Bell Telephone Company Enterprise 9800
Western Union Cable Division (214) 939-1930
Sammons Cable T.V. 737-4731
6. Contractor shall verify the elevation, configuration, and
angulation of existing line prior to construction of tie-in
materials. Such verification shall be considered as subsidiary
cost of project and no additional compensation will be
allowed.
Elevation ad ustments at connections may be made with bends,
offsets, or oint deflections. All nonstandard bends shall be
made usin the closest standard M.J. fittings with the
required 3oint deflections. (deflections not to exceed
manufacturer's recommended deflection per joint)
7. Contractor shall keep at least one lane of traffic open at all
times during construction and access to all places of business
and residence at all times. (reference C6-6.5 GCD)
8. No excavated materials, backfill materials, equipment, or
supplies shall be stored within floodways or drainage
easements. (reference C6-6.6 GCD)
9. Trenches which lay outside existing or future pavements shall
be backfilled above the top of the embedment with Type "C"
_ backfill material. When Type "C" backfill material is not
suitable, at the direction of the Engineer, Type "B" material
shall be used. All backfill material shall be compacted to a
minimum of 90% proctor densityby means of tamping only.
Trenches which cross under exsting or future pavement shall
be backfilled per Fig. "A" with 95% proctor density by
jetting, tamping, or a combination of such methods.
1O.Rim elevations of the proposed sanitary sewer manholes in
repaved streets are shown as final finished grades in these
plans. They shall be constructed to 15" below final finished
grade by utility contractor and adjusted by paving contractor
in accordance with Fig. M of the special contract documents.
Manhole inserts and concrete collars shall be installed where
indicated on the plans per E-100-4 and Fig. 121 of the special
contract documents respectively. Standard four foot diameter
manholes shall be in accordance with section E2A, Fig. 103 and
Fig. 104 GCD, standard four foot drop access manholes per Fig.
107 GCD, and shallow manholes per Fig. 106 GCD.
11.The top of the water lines shall be a'minimum of 3'-6" below
the top of the curb for 12" and smaller mains except where
otherwise shown on these plans.
12 .All water meters shall be placed or relocated 3'-0" behind the
face of the proposed curb or as directed by the Engineer.
13 .All existing water services shall be replaced with 1" minimum
copper tubing unless a larger size is indicated on the plans.
Corporation stops shall be fully opened prior to trench
backfill. Curb stops with lock wings shall be tested for full
flow when the system is pressure tested.
Extend 1" water services to those lots where no water services
have been extended to. Locate these services at normal
locations or as directed by the Engineer.
a.The normal location of water service lines shall be 5' east
or north of the center of the property frontage.
b.For 40' or less lot frontage, all water services shall be
placed 18" from the east or south property line.