HomeMy WebLinkAboutContract 26709CITY SECR������� v
p.O.E. FILE
CC�NiR�►CTUR'S ��JN:DI��ia ��'��,
ON`S COPY
SPECIFICATIONS
AND
,
C�RISTRU�Ti
CONTRACT DOCUMENTS �17'Y �����°�';��y�/ � �
CLlENT DEPARTM�hJi �����ACT NC� . (_i�,��
FOR
1998 CAPITAL IMPROVEMENT PROJECTS
UNIT I— WATER & SANITARY SEWER IMPROVEMENTS
� UNIT II — PAVING & STORM DRAINAGE IMPROVEMENTS
CONTRACT 18
D.O.E. NOS.: 2186 — N. Hughes Avenue (E. Lancaster to Norma), Council District 4
2187 — Meaders Street (Craig to 2404 Meaders), Council District 5
Water Project: PW 77-060770154200
Sewer Project: PS 46-070460134040
T/PW Projects: C 115-0201150040559
C 115-0201150040560
FILE NO: K-1599
IN
THE CITY OF FORT WORTH, TEXAS
KENNETH L. BARR
MAYOR
A. DOUGLAS RADEMAKER. P.E.
DIRECTOR
DEPARTMENT OF ENGINEERING
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i..C.AREY W. FOY!..�
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DALE A. FISSELER P.E.
DIRECTOR
WATER DEPARTMENT
DECEMBER 2000
pREPARED BY:
HDR ENGINEERING, INC.
512 MAIN STREET, SUITE 500
FORT WORTH, TEXAS, 76102
TELEPHONE NO. (817) 810-9132
FAX NO. (817) 810-0772
BOB TERRELL
CITY MANAGER
HUGO A. MALANGA, P.E.
DIRECTOR
T/PW DEPARTMENT
City of '��o�t Wo�th, Texas
Mayor and Council
TE IREFERENCE
4/10/01
Co�1munication
**C-18537 soMcc � of 2
APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO MCCLENDON
CONSTRUCTION COMPANY, INC. FOR WATER AND SANITARY SEWER LINE
REPLACEMENTS (UNIT 1) AND PAVEMENT AND STORM DRAIN IMPROVEMENTS
(UNIT II, ALTERNATE "A") NORTH HUGHES AVENUE (EAST LANCASTER AVENUE
TO NORMA STREET) AND MEADERS STREET (CRAIG STREET TO 2404 MEADERS
STREET)
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the transfer of $332,099.00 from the Water and Sewer Fund to the Water Capital Project
Fund ($181,768.00) and the Sewer Capital Project Fund ($150,331.00); and
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Water Capital Project Fund in the amount of $181,768.00 and the Sewer Capital Project Fund in the
amount of $150,331.00 from available funds; and
3. Authorize the City Manager to execute a contract with McClendon Construction Company, Inc. in
the amount of $695,117.00 for water and sanitary sewer line replacements (Unit I) and pavement
and drainage improvements (Unit II, Alternate "A") on North Hughes Avenue (East Lancaster
Avenue to Norma Street) and Meaders Street (Craig Street to 2404 Meaders Street).
DISCUSSION:
The 1998 Capital Improvement Program included funds for reconstruction of North Hughes Avenue
(East Lancaster Avenue to Norma Street) and Meaders Street (Craig Street to 2404 Meaders Street).
The street improvements will include construction of lime stabilization and 5-inch asphalt pavement,
and concrete curb and gutter, driveway approaches and sidewalks where shown on the plans. Water
and sanitary sewer replacements will also be made.
Bids were received on two alternates. Alternate "A" is for 5-inch HMAC (hot mix asphalt concrete) over
6-inch subgrade with lime stabilization, and Alternate "B" is for 6-inch concrete over 6-inch lime
stabilized subgrade. After review of all the bid proposals, staff recommends Alternate "A" (asphalt
pavement) for construction.
Time for completion is 110 working days.
The project is located in COUNCIL DISTRICT 4(North Hughes Avenue) and COUNCIL DISTRICT 5
(Meaders Street), Mapsco 79E and 79H.
DA
City of Fo�t Worth, Texas
Mayor and Council
Co�tmunication
REFERENCE NUMBER LOG NAME PAGE
4/10/01 **C-18537 30MCC 2 of 2
�T APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO MCCLENDON
CONSTRUCTION COMPANY, INC. FOR WATER AND SANITARY SEWER LINE
REPLACEMENTS (UNIT 1) AND PAVEMENT AND STORM DRAIN IMPROVEMENTS
(UNIT II, ALTERNATE "A") NORTH HUGHES AVENUE (EAST LANCASTER AVENUE
TO NORMA STREET) AND MEADERS STREET (CRAIG STREET TO 2404 MEADERS
STREET)
McClendon Construction Company, Inc.
Stabile & Winn, Inc.
J. L. Bertram Construction Company, Inc.
Richard Carr Construction Company
TOTAL AMOUNT BID
WITH ALTERNATE "A"
(Asphalt Pavement)
$695,117.00
No Bid
$762,365.53
$926,568.00
TOTAL AMOUNT BID
WITH ALTERNATE "B"
�Concrete Pavement)
$727,151.50
$751,122.04
No Bid
$988,136.00
McClendon Construction Company, Inc. is in compliance with the City's M/WBE Ordinance by
committing to 10% M/WBE participation and documenting good faith effort. The City's goal on this
project is 36%.
Funding in the amount of $20,800.00 (water: $11,400.00, sewer: $9,400.00) is included for associated
water and sanitary sewer construction and survey. Contingency funds to cover change orders for water
and sewer replacements total $15,200.00 (water: $8,200.00, sewer: $7,000.00). The contingency for
possible change orders for the pavement reconstruction is $19,951.00.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon completion of recommendation No. 1, and adoption of the
attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated,
of the Water and Sewer Capital Project Funds and the Street Improvements Fund.
MG:k
Submitted for City Manager's
Office by:
Mike Groomer
Originating Department
A. Douglas Rademaker
FUND ACCOUNT
(to)
1&2 PW53 472045
6140 1&2 PS58 472045
2) PW53 541200
2) PS58 541200
2) PW53 531350
2) PS58 531350
6157 (from)
CENTER
060530175390
070580174530
060530175390
AMOUNT
� 1) PE45 I 538070 � 0609020 �$181,768.00
Additional Information Contact: 1) PE45 538070 0709020 $150,331.00
CITY SECRETARY
APPROVED 4-10-01
ORDINANCE NO. 14584
�� City of Fo�t Worth, Texas
Mayor and Council
Co�ununication
DATE REFERENCE NUMBER LOG NAME PAGE
4/10/01 **C-18537 30MCC 3 of 2
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO MCCLENDON
CONSTRUCTION COMPANY, INC. FOR WATER AND SANITARY SEWER LINE
REPLACEMENTS (UNIT 1) AND PAVEMENT AND STORM DRAIN IMPROVEMENTS
(UNIT II, A�TERNATE "A") NORTH HUGHES AVENUE (EAST LANCASTER AVENUE
TO NORMA STREET) AND MEADERS STREET (CRAIG STREET TO 2404 MEADERS
STREET)
A. Douglas Rademaker
3) PW53
3) PS58
3) C115
6157 3) C115
541200 0605301
541200 0705801
541200 0201150(
541200 0201150(
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January 16, 2001
RE: ADDENDUM NO. 2 FOR 1998 CIP PROJECTS - RECONSTRUCTION OF
1) N. HUGHES AVENUE WITH NEW PAVEMENT (E LANCASTER TO
NORMA)
2) MEADERS STREET WITH NEW PAVEMENT (CRAIG TO 2404 MEADERS)
CONTRACT 18 (MAPSCO PAGE NOS. 79E AND 79H)
Dear Prospective Bidder:
Please find enclosed a copy of Addendum Number 2 for the above referenced project.
Please review the enclosed Addendum and let me know if you need any additional
information to submit your bid. Should you have any questions, I can be reached at
(972) 960-4179.
Best Regards,
HDR ENGINEERIN�, INC.
� �
Kevin Shepherd
Project Manager
Enclosure
cc: file
Hughes/Meaders
Addendum 2
01/16/01
HDR Engineering, Inc.
Employee Owned
17111 Preston Road
Suite 200
Dallas, Texas
75248-1230
Telephone
972 960-4400
Fax
972 960-4471
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ZTNIT I— dTIATE� &,�ANITARY SL �VE� �P►�r�c i�i���'di,�'
UNl�`��—PAIlING & STQRMDRAINAGEIIl�PR(�VEll�NTS
CONT�ZACT 18
FILE �VO: K-1599
D.O.E. NOS.: 2I86 — N. Huahes Avenue (E. Lancaster to Nor�rta), Council District �
2187 — Meaders Sireei (Craig to 2444 Meczders)S Council District 5
Water Project: PW 77-06077�15�2��
Sewer Project: PS 46-tl7046Q13�1(I40
T/PWProjects: C 115-020115Q�40559
C IIS-0201154040560
, ORIGINAL BID RECEIPT DATE: J�NUARY 1l, 2001
x. ADDENDITM ISSUE DATE: JANUARY 17, 2001
REVISED BID �tECEIP'I' IDATE: JANUARY 25, 2001
'The following modifications, clarifications, additions or deletions shall be rnade to the appropriate
sections of the contract documents:
1. SPECIFICATIONS
A. SECTION C2 — SPECIAL PROVISI4NS (TP&�:
Remove sheet C2(20) and replace with attached sheet C2{20}. {Added Pay Item No.
35, Silicone Joint Sealant to be used on Bid Alternate B(concrete pavement)}
B. SECTION D1— PROPOSAL
Remoue sheets D 1(2)-D 1(14) and replace with attached sheets D 1(2)-D 1(20). {Added
Bid Alternate B far 6" concrete pavement}
C. APPENDIX
Added Appendi� B, Silicone Joint Sealant Specification, to be used on Bid Alternate B
{concrete pavement)
ADDENDUM NO. 2
��.ya y ce2
2. PLANS
Sheet 32 pf 33 (Constn�cGion D�tails — Paving}:
A. Revise typical section to show lime stabilized base extending underneath cancrete curb.
- Section shown on drawing shall applyto Alternate A(Asphalt Pavement)
B. Typical section for Alternate B(Concrete Pavement) shall consist of 6" concrete on
top of 6" lime stabilized base {301bs/sy).
This Addendum forms a part of the Contract Documents referenced above and modifies the
original Contract Documents and plans. Aclrnowledge receipt of this Addendum on the space
provided below, and include a signed copy of this Addendum with your bid proposal. Failure to
return a signed copy of this Addendum with the proposal could subject the bidder to
disqualification.
Receipt Acknowledged: A. Douglas Rademaker, P.E., Directo�
By:
�
/ Rick Trice, P.E.
Title: � /�" Manager, Consultant Services
Address:
� ��� ���
(��r�svh%,��Z�o��
Telephone: G
�� �- � �S -��G�
END OF ADDENDiTIVI NO. 2
ADD�ENDUM NO. 2
E i-'�+`ye � s�€ 2.
�
SPECIAL PROVISIONS (Transportation and Public Works)
The unit price bid per linear foot shall be full payment for all labor, material, equipment and
incidentals necessary to complete such work.
PAY ITEM NO. 32 — CONSTRUCT WOOD FENCE:
This item shall consist of constructing new wood fence at locations where existing fence is removed,
and as directed by the Engineer. Conshucrion of new fence shall be in accordance with Specification
Item No. 508, where applicable to wooden materials. Contractor shall confirm installation locations
with Engineer prior to constructing any new fence. In the event the exisring fence to remain is
damaged during construcrion, Contractor shall replace the fence with new material of equal or better
value at his own expense.
The unit price bid per linear foot shall be full payment for all labor, material, equipment and
incidentals necessary to complete such work.
PAY ITEM NO. 33 - 8-FOOT WIDE CONCRETE VALLEY GUTTER:
Where shown on plans or as directed by Engineer, 8-foot wide valley gutter shall have a reinforced
concrete thickness of 7 inches. The concrete valley shall conform to City standards for concrete curb
and gutter and City of Fort Worth Construction Standard Drawing No. S-S 6. The concrete shall be of
washed and screened aggregate with a minimum of five (5) sacks of cement per cubic yard of concrete
and a minimum flexural strength of 550 pounds per square inch. The unit price bid per square foot
shall be fiill payment far all labor, material, equipment and incidentals necessary to complete such
work.
PAY ITEM NO. 34 — GAS METER BOX ADJUSTMENT:
Contractor shall be xesponsible for adjusting existing gas meter boxes to match new pavement grade as
shown on plans and as directed by the Engineer.
The unit price for this item is a pre-bid amount of thirty-five dollars ($35.00) each and shall be full
payment for all labor, material, equipment and incidentals necessary to complete such work.
PAY ITEM NO. 35 — SILICONE JOiNT SEALANT:
This item includes the installation of a class I or class II low-module silicone joint sealant system for
the concrete pavement and concrete curb and gutter, where applicable (Bid Alternate B).
Specificarions for silicone joint sealant are included in Appendix B(Silicone Joint Sealant
Specifications). The unit price bid per linear foot shall be full payment for all labor, material,
equipment and incidentals necessary to complete such work.
N. Hughes Ave. & Meaders St. C2 (20) Special Provisions
DOE Nos. 2186 & 2187 Transportation & Public Works
January 23, 2001
R�: ADDENDUM NO. 3 FOR 1998 CIP PROJECTS - RECONSTRUCTION OF
1) N. HUGHES ADENUE WITH NEW PAVEME�VT (E LANCASTER TO
NORMA)
_ 2) MEADERS STREET WITH NEW PAVEMENT (CRAIG TO 2404 MEADERS)
CONTRACT 18 (MAPSCO PAGE NOS. 79E AND 79H)
Dear Prospective Bidder:
Please find enclosed a copy of the final addendum (Addendum Number 3) for the
above referenced project. Please review the enclosed Addendum and let me know if
you need any additional information to submit your bid. Bids are due in to the City by
1:30 p.m. Thursday, January 25. Should you have any questions, I can be reached at
(972) 960-4179 or (817) 910-9132.
Best �egards,
HDR ENGINEERING, INC.
Kevin Shepherd
Project Manager
Enclosure
cc: file
Hughes/Meaders
Addendum 3
01/23/01
HDR Engineering, Inc.
Employee Owned
17111 Preston Road
Suite 200
Dallas, Texas
75248-1230
Telephone
972 960-4400
Fax
972 960-4471
CITY OF FORT WORTH
DEPARTMENT OF ENGINEERING
ADDENDUM NO. 3
TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCiTMENTS
FOR
UNIT I — -WATER & SANITARY SEWER ��YIPROVEMENTS
UNIT II — PAVING & STORMDRAINAGE IMPROVEMENTS
CONTRACT 18
FILE NO: K-1599
D.O.E. NOS.: 2186 — N. Hughes Avenue (E. Lancaster to Nof�nza), Coutacil District 4
2187 — Meaders Street (Craig to 2404 Meaders), Courzcil District S
Water Project:
Sewer Project:
T/PW Projects:
PW 77-060770154200
PS 46-070460134040
C 115-0201150040559 & C 115-0201150040560
Bid Receipt Date — January 11, 2001: REVISED BID RECEIPT DATE: JANUARY 25, 2001
The Specifications and Contract Documents for the subject projects are hereby revised or amended
as follows:
NOTICE TO BIDDERS (SECTION A1) &COMPREHENSIVE NOTICE TO BIDDERS (SECTION A2�
Change the first paragraph from stating:
"...received at the Purchasing Office until 1:30 pm.,
and read aloud..."
to read:
Thursday January 11, 2001 and then publicly opened
"... received at the Purchasing O�ce until 1:30 P.M., Thursday, January 25, 2001 and then publicly opened
and read aloud..."
SECTION A3 — MINORITY AND WOMEN BUSINESS ENTERPRISE SPECIFIACTIONS
FIRST PAGE: SPECIAL INSTRUCTIONS FOR BIDDERS — IJNIT I AND II
CIIANGE the M/WBE goal from 33% to 36% (ALTERNATE A) & 37% (ALTERNATE-B).
SECTION Dl — PROPOSAL
PROPOSAL: PART I: WATER AND SANITARY SEWER IMPROVEMENTS— Alternates A& B
PAGE D 1(5) — ADDENDUM NO. 2, PAY ITEM NO. 5 for concrete collars.
DELETE Pay Item No. 5
PROPOSAL: PART II: PAVING and DRAINAGE IMI'ROVEMENTS— Alternate A�HMAC Pavement�
SECTION A— NORTH HUGHES AVENUE
PAGE D 1(9) — ADDENDUM N0.2, PAY ITEM NO.11 for 5-inch HMAC surface pavement
CHANGE the Quantity from 2800 SY to 2'700SY
SECTION A— NORTH HUGHES AVENUE
PAGE D 1(10) — ADDENDITM NO. 2, PAY ITEM NO. 28 for concrete manhole collars
CHANGE the Quantity from 2 EA to 6 EA
ADDENDiJM NO. 3 Page 1 of 3
January 23, 2001
SECTION B – MEADERS STREET
PAGE D1 (12) – ADI�ENI�tIM' NO. 2
REPLACE PAGE DI (12) issued with qDDFg1DUM NO.Z On January.l7, 2Q01 with
REVISEI3 PA�E Dl (121 Attached wa#h ADDENDUM PTO 3
_ PRDPOSAL,'PARTII'PAV,II�tG and D�2.AINAG� IIvipROVEMEIV'�'�S Alternate B( Concrete P�vementl
_ SECTION A– NORTH HU�HES AVENIJE
PAGE Dl (15) – ADDENDI�Ivi Np. 2, pAY TI'EM NO. 11 for 6-iiich cancxet,e Pavcment
CHANCxE the Quantiiy from 2600 SY to 3000 SY
SECTION B – MEADPRS STREBT
PAGE T71 (18) – ADD.ENDUA,f N0.2, PAY II�M NO, 11 fnr 6-inch conerete pavemerrt
CHANGE the Quantity finm 7500 SY io 7740 SY .
This Ac�dendum forms a part of the Ca�tract Documents referenced abave and modifies the original
Contract Documents and plans. Aclawwledge rcceipt nf this Addendum oa the space provided below; and
include a sign�l copy oP this Addendum with your bid praposal. �ailure to return a signPd copy of this
Addendum with the p�oposal could subject the bidder to di.squalification.
i2eceipt ledged: A Uou Rademaker. P.E., Dir
BY� —. �
Title: Rick rice, P.E.
Address:
, Manager, Consultant Services
Tci. .
ADDENDUIvi NO. 3 T'sge 2 af 3
January 23, 2001 ,
(
k
,
TABLE OF CONTENTS
SECTION A— UNITS I& II, GENERAL INFORMATION
A i NOTICE TO BIDDERS
A2 COMPREHENSIVE NOTICE TO BIDDERS
A3 MINORITY AND WOMEN BUSINESS ENTERPRISE SPECIFICATIONS
A4 VENDOR COMPLIANCE TO STATE LAW
AS CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
SECTION B— UNIT I, WATER DEPARTMENT
I:
:
:
.
:�
.
:.
SPECIAL INSTRUCTIONS TO BIDDERS
GENERAL CONDITIONS (PART C)
SUPPLEMENTARY CONDITIONS
SPECIAL CONDITIONS (PART D)
MATERIAL SPECIFICATIONS AND DETAILS (PART E)
PROJECT SIGN AND NOTICE FOR CONSTRUCTION
GENERAL CONSTRUCTION NOTES
SECTION C— UNIT II TRANSPORTATION & PUBLIC WORKS DEPARTMENT
C1 SPECIAL INSTRUCTIONS TO BIDDERS
C2 SPECIAL PROVISIONS
C3 PROJECT DESIGNATION SIGN
SECTION D— UNITS I& II, PROPOSAL AND FORMS
Dl PROPOSAL
D2 CERTIFICATE OF INSURANCE
D3 PERFORMANCE BOND
D4 PAYMENT BOND
DS MAINTENANCE BOND
D6 CITY CONTRACT
SECTION E - SOIL TESTS
SECTION F— STANDARD FIGURES & DETAILS
APPENDIX A — T�OT PERMIT
N. Hughes Avenue & Meaders Street
DOE Nos. 2186 & 2187
Table of Contents
- SECTION A -
LTNITS I& II, GENERAL INFORMATION
�
NOTICE TO BIDD���
#,.
NOTICE TO BIDDERS
Seaied praposais for the foiiowing:
FOR: 1998 CAPTTAL IIviPROVEMENT PROJECTS
DOE NOS.: 218b — N. Hughes Avenue (E. Lancaster to Norma)
2187 — Meaders Street (Craig to 2404 Meaders)
IJNIT L WATER & SANITARY SEWER IIv1PROVEMENTS
WATER PROJECT NO.: PW 7'7-060770154200
SEWER PROJECT NO.: PS 46-07046�134U40
UI�IT II: PAVING & STORM DRAINAGE IMPROVEMENTS
T/PW PROJECT NO.: C 115-02011500405591660
Addressed to Mr. Bob Tene11, City Mauager of the City of Fort Worth, Te�s will be received at the
Purchasing �ce until 1:30 P.M., Thursday, January 11,2001 and then publicly opened and read aloud at
2:00 P.M. in the Council Chambers. Plans, Specifications and Contract Dacuments for this project may be
obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton
Street, Fort Worth, Te�s. A fifty dollar ($50.00) deposit is required for the first set of documents and
additional sets may be purchased on a non-refundable basis for fifty dollars ($50.00) per set. These
documents contain additional information for prospective bidders.
A Pre-bid conference will be held on Thursday, December 28 at 10:00 A.M. in Room 255A of the
Department of Engineering Conference Raom. All bidders are encouraged to attend.
For additianal infortnation wncerning this project, please cc2ntact Garey W. Foyt, P.E. or Kevin
Shepherd with HDR Engineering, Inc. at (81'7) 810-9132 or Gopal Sahu, P.E., Project Manager with the
City of Fort Worth, Department of Engineering at (817) 871-7949.
Advertising Dates:
December 14, 2000
December 21, 2000
Fort Worth, Texas
N. Hughes Ave. & Meaders Street Al (1) Notice to Bidders
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- A2 -
COMPREHENSIVE NOTICE TO BIDDERS
{,
COMPREHENSIVE NOTICE TO BIDDERS
Sealed proposals for the following:
FOR: 1998 CAPITAL IMPROVEMENT PROJECTS
DOE NOS.: 2186 — N. Hughes Avenue (E. Lancaster to Norma)
2187 — Meaders Street (Craig to 2404 Meaders)
UNIT I: WATER & SANITARY SEWER IIvIPROVEMENTS
WATER PROJECT NO.: PW 77-060770154200
SEWER PROJECT NO.: PS 46-070460134040
UI�1IT II: PAVING & STORM DRAINAGE IIViPROVEMENTS
T/PW PROJECT NO.: C 115-02011500405591660
Addressed to Mr. Bob Terrell, Ciry Manager of the City of Fort Worth, Texas will be received at the
Purchasing �ce undl 1:30 P.M., Thursday, January11,2001 and then publicly opened and read aloud at
2:00 P.M. in the Council Chambers. Plans, Specificarions and Contract Documents for this project may be
obtained at the office of the Deparhnent of Engineering, Municipal Office Building, 1000 Throckmorton
Street, Fort Worth, Te�s. A fifty dollar ($50.00) deposit is required for the first set of documents and
additional sets may be purchased on a non-refundable basis for fifty dollars ($50.00) per set. These
documents contain additional information for prospective bidders.
A Pre-bid conference will be held on Thursday, December 28 at 10:00 A.M. in Room 255A of the
Department of Engineering Conference Room. All bidders are encouraged to attend.
All bidders will be required to comply with Provision 5159a of "Vernon's Civil Staiutes" of the State of
Texas with respect to payment of prevailing wage rates and City Ordinance Na 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 Paragraph 2 of the Special Instrucrions to Bidders.
The major work on the above-referenced project shall consist of the following:
Unit I— Water & Sanitarv Sewer Improvements
3480 LF 6 to &inch Water Pipe Replaee»rent
2690 LF 6 to 8-inch Sewer Piper Replacement
17 EA 6 to 8-inch Ga�e iTalves
I Z EA 4 foot ➢iamder Manhole
Unit II— Paving & Storm Draina�e Improvements
11,254 SY 6-inch Lime Stahilized Subgrade
6664 LF 7-inch Reinforced Concrde Curb
11,987 SF 6-inch Reinforced ConcrdeDriveway
10,300 SY S-inch HMACPavement
120 LF I S to 30 -inch Reinforced Concrde Storm Drain Pipe
7542 CY i7nclassified Excavation
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.
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.
Included in the above will be all other items of construction as outlined in the Plans and Specifications.
N. Hughes Ave. & Meaders Street A2 (1) Comprehensive Notice to Bidders
Tl1L' TT.... '1lOL O_ �l l O'7
COMPREHENSIVE NOTICE TO BIDDERS
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 e�iration of forty-nine (49} days from the M/WBE UTILIZATION FORM, PRIME
CONTRACTOR WAIVER FORM and/ar 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 all the responsibility of the
bidder to whom it is proposed to award the contract has been verified.
Submission of Bids:
The proposal sections (LTnit I and Unit II) of the specifications and contract documents will be combined as
one contract and awazded to the responsive low bidder for Units I and II combined.
This project is a COMBINED CONTRACT as defined in Ordu�ance No.13781. The offerer shall list all
first and second tier subcontracting and/or supplier opportunities. All other provisions of Attachment 1 of
Ordinance 13471 as amended by Ord'u�azice 13781 apply to this contract.
'The contractor is required to submit Good Faith documentation with all first and second tier subcontracting
and/or supplier opportunities for the entire project.
The total low bid of the combined proposal is the apparent successful bidder. Unit I consist of the water
line replacement and sewer line replacement and Unit II consist of the street improvements.
Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and
acknowledging them at the time of bid receipt. Information regarding the status of addenda may be
obtained by contacting the Department of Engineering at (817) 871-7910. Bids that do not acknowledge all
applicable addenda may be rejected as non-responsive.
In accordance with City of Fort Worth Ordinauce No. 13471, as amended by Ordinance No. 13781, the
Ciry of Fort Worth has goals for the participation of Minority Business Enterprises (MBE) and Women
Business Enterprise (WBE) in City contracts. A copy of the Ordinance can be obtained from the Off'ice of
the Ciry Secretary. In addition, the bidder shall submit the M/WBE UTII,IZATION FORM, PRIIviE
CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation") as
appropriate. The documentation must be received no later then 5:00 P.M., within five (5) Ciry 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.
The Managing Department for this project is the Department of Engineering.
For additional information, please contact Mr. Garey W. Foyt, P.E, or Kevin Shepherd of �IDR
Engineering, Inc, at (817) 810-9132 or Mr. Gopal Sahu, P.E., Project Manager, City of Fort Worth,
Department of Engineering at (81'7) 871-7941.
BOB TERRELL
CITY MANAGER
ADVERTISING DATES:
GLORIA PEARSON
CITY SECRETARY
December 14, 2000 DEPARTMENT OF ENGINEERING
December 21, 2000 A. DOUG S RADEMAKER, PE, D CTOR
i•
�i Rick Trice, P.E.
�� Manager, Consultant Services
N. Hughes Ave. & Meaders Street A2 (2) Comprehensive Notice to Bidders
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- A3 -
MINORITY AND WOMEN BUSINESS
ENTERPRISE SPECIFICATIONS
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Page 1 of 2
Revised 06/C2'y3
CITY OF FORT WORTH
MINORfTY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS
MBE/WBE UTILIZATION ' �- ��-J
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Prime Company Name Bid Dat �� ' D �
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Proje Name Project Number � ��, �/f
CITY'S M/WBE PROJECT GOAL: 36� M/WBE PERCENTAGE ACHIEVED:
Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on
or before 5:00 p.m., five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being
considered non-responsive to bid specifications.
The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this
schedule, conditioned upon execution of a contract wifh the City of Fort Worth. The willful misrepresentation of facts is
grounds for consideration of disqualification and will result in the bid being considered non-responsive to specifications.
Company Name, Contact Name, Certified Specify All Contracting Specify All Items to ` Dollar Amount
Address, and Telephone No. Scope of Work (") be Supplied (*) °'
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M/WBEs must be located in the 9(nine) county marketplace or currently doing business in the marketplace at time of bid.
(') Specify all areas in which M/WBEs are to be utilized and/or items to be supplied:
(') 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 subcont�acting below the prime contractor/consultant, i.e., a direct payment from
the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its
supplier is considered 2nd tier.
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
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
Speclnst�n.aoc
ATTACHM�N1 i!;
Page 2 0` 2
RevlSea O�i J �'�c
CITY OF FORT 1�JORTH
MINORITY AND WOMEN BUS{NESS ENTERPRISES SPECIFfCATIONS
�BE and WBE UTILIZATION FORM
Company Name, Contact Name, Certified Specify A�I Contracting Specify All Items to �, Dollar Amount
Address, and Telephone No. Scope of Work (*) be Supplied ("`) �
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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) 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 substaniiate the actual work performed by the MBE(s) and/or WBE(s) on this cantract,
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.
ALL MBE(s) and WBE(s) MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD
Authorized Signature
Title
Company Name
Address
City/State/Zip Code
Printing Signature
Contact Name and Title (if different)
Telephone Number(s)
Fax Number
Date
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
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
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CITY OF FORT 1ItJORTH
MINORITY AND WOMEN BUSINESS ENTERPRISES SPECfFICATIOfV5
fJBc and WBE UTILIZATION FORM
Company Name, Contact Name, Cer-tified Specify All Contracting Specify Ali Items to L Dollar Amount
Address, and Telephone No. Scope of Work (`) be Supplied (") �'
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The bidder further agrees to provide, directly to the City upon request, complete and accurate information
regarding acival work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted
with this bid. The bidder also agrees to allow an audit and/or examinaiion 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 cantract,
_ 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.
ALL MBE(s) and E(s U E CERTIFIED BY THE CITY BEFORE CONTRACT AWARD
����������
A ' ignat e� Printing Signature
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Title Contact Name and Title (if different)
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Company Name
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i y/State/Zip Code
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Telephone Number(s)
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Fax Number
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Date
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
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
t,!.,..= a .�
VENDOR COMPLIANCE TO STATE LAW
VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the awards contracts to non-
resident bidders. The law states that, in order to be awarded a contract as low bidder, non-resident bidders
(out-of-state contractors whose corporate offices or principal place of business are outside of the state of
Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than
the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to
underbid a non-resident in order to obtain a comparable contract in the state in which the non-residenYs
principal place of business is located. The appropriate blanks of Section A must be fiiled out by ail out-of-
state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-
resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box
in Section B.
A. Non-resident vendors in (give state), our principal place of business, are
required to be percent lower than resident bidders by state law. A copy of the statute is
attached.
Non-resident vendors in (give state), our principal place of business, are not
r uired to underbid resident bidders.
B. Our principal place of business or corporate offices are in the State of Texas.
BIDDER:
���,����� �Q���. �:Q. ���a
Company
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City State Zip
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Title:
(please print)
THIS FORM MUST BE RETURNED WITH YOZIR QUOTATION
N. Hughes Ave. & Meaders St.
DOE Nos. 2186 & 2187
A4 (1) Vendor Compliance to State Law
- SECTION B -
UNIT I, WATER DEPARTMENT
f
��
SPECIAL INSTRUCTIONS TO BIDDERS
(WATER DEPARTMENT)
PART A
SPECIAL INSTRUCTIONS TO BIDDERS
(WATER DEPARTMENT PROJECTS)
1. PREDUALIFICATION RE�UIREMENTS: All contractors submitting bids are required to be pre-
qualified bythe Fort Worth Water Department priorto submiiting 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.
(1) 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 current 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.
(2) 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.
(3) The Director of the Water Department shall be the sole judge as to the acceptability for financial
qualification to bid on any Fort Worth Water Department project.
(4) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected
as such.
(5) The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or
expertise.
(6) Any proposals submitted by a non pre-qualified bidder shall be returned unopened, and if
inadvertently opened, shall not be considered.
(7) The City will attempt to notify prospective bidders whose qualifications (financial 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 waiver of any necessary pre-qualification.
2. BID SECURITY: A cashier's check, or an acceptable bidde�'s bond, payable to the 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.�idder fails to execute the
Contract Documents within ten (10) 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 amouni
shown on the Treasury list or one-tenth (1/10) the total capital and surplus.
3.
4.
5.
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.
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.
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
A-SITB(1)
PART A
SPECIAL INSTRUCTIONS TO BIDDERS
(WATER DEPARTMENT PROJECTS)
Proposal.
6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas.
7. NONRESIDENT BIDDERS; Pursuant to Article 601 g, 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 the bid to meet specifications. The failure of a nonresident contractor to do so will
automatically disqualify that bidder.
8. PAYMEIVT: If the contract amount is $25,000 or less, the contract amount shall be paid within forty-
five (45) calendar days after completion and acceptance by the OWNER.
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 party or subcontractor and/or its
subcontractors' alleged failure to comply with the above referenced Policy concerning age
discrimination in the performance of this agreement.
y 0. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"),
Contractor warrants that it, 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 ADA's provisions and any other appticable
federal, state and local laws concerning disability and will defend, indemnify and hold City harmless
against any claims or allegations asserted by third parties or subcontractors against City arising out of
Contractor's and/or its subcontractor's alleged failure to comply with the above-referenced Policy
concerning disability discrimination in the performance of this agreement.
A-SITB(2)
PART A
SPECIAL 1NSTRUCTIONS TO BIDDERS
(WATER DEPARTMENT PROJECTS)
11. MINORITY AND WOMEN BUSiNESS ENTERPRISES: In accordance with the City of Fort Worth, TX,
Ordinance No. 13471, and, 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 Office of the Ciry Secretary. In order for a bid to be
considered responsive the bidder shall submit the M/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) City business days
after the bid opening date. The bidder shal! 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 the�efore. 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 MBE andlor 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 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 period of time of not less than three (3)
years.
Revised 9/30/99
A-SITB(3)
�
�
GENERAL CONDITIONS (PART C)
C1-1
C1-1.1
C1-1.2
C1-1.3
C1-1.4
C1-1.5
C1-1.6
C1-1.7
C1-1.8
C1-1.9
C1-1.10
Cl-l.11
C1-1.12
C1-1.13
C1-1.14
C1-1.15
C1-1.16
C1-1.17
C1-1.18
C1-1.19
C1-1.20
C1-1.21
C1-1.22
C1-1.23
C1-1.24
C1-1.25
C1-1.26
C1-1.27
C1-1.28
C1-1.29
C1-1.30
C1-1.31
C1-1.32
C2-2
C2-2.1
C2-2.2
C2-2.3
C2-2.4
C2-2.5
C2-2.6
PART C - GENERAL CONDITIONS
TABLE OF CONTENTS
NOVEMBER, l, 1987
TABLE OF CONTENTS
DEFINITIONS
D�finition of Terms
Contract Documents
Notice to Bidders
Proposal
Bidder
General•Conditions
Special Conditions
Specifications
Bond
Contract
Plans
City
City Council
Mayor
City Manager
City Attorney .
Director of Public Works
Director, City Water Department
Engineer
Contractor
Sureties
The Work or Project
Working Day
Calendar Day
Legal Holiday
Abbreviations
Change Order
Paved Streets and Alleys
Unpaved Streets and Alleys
City Streets
Roadway
Gravel Street
INTERPRETATION AND PREPARATION
OF PROPOSAL
Proposal Form
Interpretation of Quantities
Examination of Contract Documents
and Site
Submitting of Proposal
P,ejection of Proposals
Bid Security
(1)
C1-1
Cl-1
C1-1
C1-1
C1-1
Cl-1
C1-1
C1-1
Cl-1
C1-1
C1-1
C1-1
Cl-1
C1-1
Cl-1
C1-1
C1-1
C1-1
C1-1
Cl-1
Cl-1
Cl-1
Cl-1
Cl-1
Cl-1
C1-1
C1-1
C1-1
C1-1
C1-1
Cl-1
C1-1
(1)
(1)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(3)
(3)
(3)
(3)
(3)
(3)
(3)
(4)
(4)
(4)
(4)
(4)
(4)
(4)
(4)
(4)
(5)
(6)
(6)
(6)
(6)
(6)
(6)
C2-2 (1)
C2-2 (1)
C2-2 (2)
C2-2 (3)
C2-2 (3)
C2-2 (3)
C2-2.7 Delivery of Proposal
C2-2.8 P7ithdrawing Proposals
C2-2.9 Telegraphic Modification of Proposals
C2-2,10 Public Opening of Proposal
C2-2.11 Irregular Proposals
C2-2.12 Disqualification of Bidders
C3-3
C3-3.1
C3-3.2
C3-3.3
C3-3.4
C3-3.5
C3-3.6
C3-3.7
C3-3.8
C3-3.9
C3-3.10
C3-3.11
C3-3.12
C3-3.13
C3-3.14
C3-3.15
C4-4
C4-4.1
C4-4.2
C4-4.3
C4-4.4
C4-4.5
C4-4.6
C4-4.7
CS-5
C5-5.1
C5-5.2
C5=5.3
C�-5.4
C5-5.5
C5-5.6
C5-5.7
C5-5.8
CS-5.9
C5-5.10
C5-5.11
C5-5.12
CS-5.13
C5-5.14
CS-5.15
C�-5.?6
C�-5.17
C�-5.18
AWARD AND EXECUTION OF DOCUMENTS
Consideration of Proposals
Minority Business Enterpise
Women-Owned Business Enterprise
compliance
Equal Employment Provisions
Withdrawal of Proposals
Award of Contract
Return of Proposal S�curities
Bonds
Execution of Contract
Failure to Execute Contract
Beginning Work
Insurance
Contractor's Obligations
Weekly Payroll
Contractor's Contract Administration
Venue •
SCOPE OF WORK
Intent of Contract Docuinents
Special Provisions
Increased or Decreased Quantities
Alteration of Contract Documents
Extra Work
Schedule of Operations
Progress Schedules for Water and
Sewer Plant Facilities
CONTROL OF iVORK F,ND MATERIALS
Authority of Engineer
Conformity with Plans
CoordinaticZ of Contrac� Document�
Cooperation of Contractor
Emergency and/or Rectification Work
Field Office
Cons�ruction Stakes
Authority and Duties of Inspectors
Inspection
Removal of Defective and Unauthorized
Substitute Materials or Equipment
Sanples and Tests of ?daterials
Storage of Materials
Existing Structures and Utilities
Interruption or Servic�
�lut�al Res�onsibility of Co:�tractors
Cleanu�
Final Inspection
(2)
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 E4)
C2-2 (5)
C3-3 (1)
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
(1)
(1)
(2)
(2}
(2)
(2)
(4)
(4)
(4)
l4)
(7)
(7)
(7)
(8)
C4-4 (1)
C4-4 (1)
C4-4 (1)
C4-4 (2)
C4-4 (2)
C4-4 (3)
C4-4 (4)
C5-5
CS-5
CS-5
C5-5
C5-5
C5-5
C5-5
CS-5
CS-5
Work CS-S
C5-S
C�-5
C5-5
C�-5
C�-5
C�-S
C5-5
C7-�
(1)
(1)
(2)
(2)
(3)
(3)
(3)
(4)
(5)
(5)
(5)
(6)
(6)
(7)
(7)
(8)
(8)
(9)
�
C6-6
C6-6.1
C6-6. 2
C6-6.3
C6-6.4
C6-6.5
C6-6.6
C6-6.7
C6-6.8
C6-6.9
C6-6.10
C6-6.11
C6-6.12
C6-6.13
C6-6.14
C6-6.15
C6-6.16
C6-6.17
C6-6.18
C6-6.19
C6-6.20
C6-6.21
C7-7
C7-7.1
C7-7.2
C7-7.3
C7-7.4
C7-7.5
C7-7.6
C7-7.7
C7-7.8
C7-7.9
C7-7.10
C7-7.11
C7-7.12
C7-7.13
C7-7.14
C7-7.15
C7-7-.16
C7-7.17
LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
Laws to be Observed
Permits and Licenses
Patented Devices, Materials and Processes
Sanitary Provisions
Pu�lic Safety and Convenience
Privileges of Contractor in Streets,�
A11eys, and Right-of-Way
Railway Crossings
Barricades, Warnings and Watchmen
Us� of Explosives, Drop Weight, etc.
Work Within Easements
Indep�ndent Contractor
Contractor's Resoonsibility for
Dar��age Claims
Contractor's Claim for Damages
Adjustment of Relocation of Public
Utilities, etc.
Terr.porary Sewer Drain �.onnections
Arrangement and Charges of Water
Furnished by City
Use of a Section of Portion of the Work
Con�ractor's Responsibility for Work
No Waiver of Legal Rights
Personal Liability of Public Officials
State Sales Tax
PROSECUTION AND PROGRESS
Subletting "
Assignment of Contract
Prosecution of the Work
Limitations of Operations
Character of Workman and Equipment
work Schedule
Time of Commencement and Completion
Extension of time of Completion
Delays
Tim� of Comoletion
Suspension by Court Order
Temporary Suspension
Termination of Contract due to
�ational Emergency
Sus�ension of Abandonment of the
Work and Annulment of Contract
Fulfillment of Contract
Ternination for Convenience of the Onw�r
Sarety Methods and Practices
MyASURE�iEt�'T AND PF,YMENT
hl�asur�ment of Quantities
li�i� Prices
(3)
C6-6 (1)
C6-6 (1)
C6-6 (1)
C6-6 (2>
C6-6 (2)
C6-6 (3)
Co-6 (4)
C6-6 (4)
C6-6 (5)
C6-6 (6)
C6-6 (8)
C6-6 (8)
C6-6 (10)
C6-6 (10)
C6-6 (10)
C6-6
C6-6
C6-6
C6-6
C6-6
C6-6
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
(1)
(1)
(1)
(2)
(2>
(3)
(4)
(4)
(4)
(5)
(6)
(6)
C7-7 (7)
C7-7 (7)
C7-7 (9)
C7-7 (10)
C7-7 (13)
C8-8 (1)
C8-8 (1)
C8-8.3
C8-8.4
C8-8.5
C8-8.6
C8-8.7
C8-8.8
C8-8.9
C8-8.10
C8-8.11
C8-8.12
C8-8.13
Lump Sum
Scope of Payment
Partial Estimates and Retainage
Withholding Payment
Final Acceptance
Final Payment
Adguacy of.Design
General Guaranty
Subsidiary Work
Miscellaneous Placement
Record Documents
(4)
of Material
C8-8
C8-8
C8-8
C8-8
C8-8
C 8 =�8
C8-8
C8-8
C8-8
C8-8
C8-8
(1)
(1)
(2)
(3)
(3>
(3)
(4)
(4)
(5)
(5)
(S)
�
PAP.T C - GENERAL CONDITIONS
C1-1 DEFINITIOtiS
SECTION C1-1 DEFINITIONS
C1-1.I DEFINITIONS OF TERMS: Whenever in these Contract
Documents the following terms or pronouns in place of them are
used, the intent and meaning shall be understood and
interpreted as follows:
C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of
the written and drawn documents, such as specifications,
bonds, addenda, plans, etc., which govern the terms and
perfornance oF the contract. These are contained in the
General Contract Documents and the Special Contract Documents.
a. GENERAL CONTRACT DOCUMENTS: The General Contract
Documents govern all Water Department Projects and
include the following items:
PART A - NOTICE�TO BIDDERS (Sample)
PART B - PROPOSAL (Sample)
PART C - GENERAL CONDITIONS (CITY)
(Developer)
PART D - SPECIAL CONDITIONS
PART E - SPECIFICATIONS
PERMITS/EASEMENTS
PART F - BONDS
PART G - CONTRACT
(Sample)
(Sample)
White
White
Canary Yellow
Brown
Green
E1-White
E2-Golden Rod
E2A-White
B1ue
White
White
b. SPECIAL CONTRACT DOCUMENTS: The Special Contract
Documents are prepared for each specific project as
a supplement to the General Contract Documznts and
include_the following items:
PART A- NOTICE TO BIDDERS (Advertisement) Same as
above
PART B - PROPOSAL (Bid)
PART C - GiNERAL CONDITIONS
PART D - SPECIAL CONDITIONS
PART E - SPECIFICATIONS
PERMITS/EASEMENTS
PART F - BONDS
PART G - CONTRACT
PART H - PLANS (Usually bound
C1-1 (1)
separately)
C1-1.3 NOTICE TO BIDDERS: All of the legal publications
either actually published in public advertising�mediums or
furnished direct to interested parties pertaining to the work
contemplated under the Contract Documents constitutes the
notice to bidders.
C1-1.4 PROPOSAL: The completed written and sioned offer or
tender of a bidder to perform the work which the Owner desires
to have done, together with the bid security, constitutes the
Proposal, which becomes binding upon the Bidder when it is
officially received by th� Owner, has been publicly opened and
read and not rejected by the Owner.
C1-1.5 BIDDER: Any person, persons, firm, partnership,
company, association, corporation, acting directly or through
a duly authorized representative, submitting a proposal for
perPorming the work contemplated under the Contract Documents,
constitutes a bidder.
C1-1.6 GENERAL CONDITIONS: The General Conditions are the
usual construction and con�ract requirements which govern the
performance of the work so that it will be carried on in
accordance with the customary procedure, the local statutes,
and requirements of the City of Fort Worth's charter and
promulgated ordinances.
Wherever there may be a conflict between the General.
Conditions and Special Conditions, the latter shall take
precedence and sha11 govern.
C1-1.7 SPECIAL CONDITIONS: Special conditions ar� the
specific requirements which are necessary for the particular
project covered by the Contract Documents and not specifically
covered in the General Conditions, When considered with the
veneral Conditions and other elernents of the Contract
Documents they provide the information which the Contractor
and Owner should have in order to gain a thorough knowledge of
the project.
C1-1.8 SPECIFICATIONS: The Specifications is that section or
part of the Contract Documents which sets forth in detail the
requiremen ts which must be met by a11 materials, con5truction,
worknanship, equipment and services in order to render a
completed and useful project. Whenever reference is made to
standard specifications, regulations, reauirenents, statutes,
etc., such referred to documents sha11 become a part of the
Contract Documents just as though they w�re embodie� th�rein.
C�-1.9 BOND: The bond or bonds are th2 w=�:ten c��rantee or
security iurnished by the Con�ractor For the oro�pt and
C1-1 (2)
faithful performance of the contract and include the
following:
a. Performance B�nd (see paragraph C3-3.7)
b. Payment Bond (see paragraph C3-3.7) �
c. Maintenance Bond (see paragraph C3-3.7)
d. Proposal or Bid Security (see Special Instructions
to Bi3ders, Part A and C2-2.6)
( C1-1.10 CONTRACT: The Contract is the formal signed agreement
(' bztween the.Owner and the Contractor covering the mutual
understanding of -the two contracting parties about the project
l to be com�leted under the Contract Documents.
C1-l.11 PLANS: The plans are the drawings or reproductions
therefrom made by the Owner's represent3tive showing in detail
the location, dimension and position of the various elements
of the project, including such profiles, typical
cross-sections, layout diagrams, working drawings, preliminary
drawings and such supplemental drawings as the Owner may issue
to clarify other drawings or for the purpose of showing
changes in the work hereinafter authorized by the Owner. The
plans are usually bound�separately from other parts of the
Contract Documents, but they are a part of the Contract
Documents just as though they w�re bound therein.
C1-1.12 CITY: The City of Fort Worth, Texas, a municipal
corporation, authorized and chartered under the Texas State
Statutes, acting by and through its governing body or its City
Manger, each of which is required by charter to perform
specific duties. Responsibility for final enforcement of
Contracts involving the City of Fort Worth is by Charter
vested in the City Manager. The terms City and Owner are
synonymous.
C1-1.13 CITY COUNCIL: The duly ele�ted and qualified
governing body of the City of Fort Worth, Texas.
�1-1.14 MAYOR: The officially elected Mayor, o� in his
absence, the Mayor Pro tem of the City of Fort Worth, Texas.
C1-1.15 CITY MANAGER: The officially appointed a�d authorize�
City Manager of the City of Fort Worth, Texas, or his duly
authorized representative.
C1-1.16 CITY ATTORNEY: The officially appointed City Attorney
of the City of Fort Worth, Texas, or his duly authorized
representative. ,
Cl-1 (3)
C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official
of the City of Fort Worth, referred to in the Charte.r as the
City Engineer, or his duly authorized representative. �
C1-1.18 DIRECTOR, CITY WATER DEPARTMENT; The duly appointed
Director of the City Water Department of the City of Fort
Worth, Texas, or his duly authorized representative,
assistant, or agents.
C1-1.19 ENGINEER: The Director of Public Works, the Director
of the Fort Worth City Water Department, or their duly
authorized assistants, agents, engineers, inspectors, or
superintendents, acting within the scope of the particular
duties entrusted to them.
C1-1.20 CONTRACTOR: The person, persons, oartnership,
company, firm, association, or corporation, entering into a
contract with the Owner for the execution of the work, acting
directly or through a duly authorized representative. A
sub-contractor is a person, firm, corporation, or others under
contract with the princip�al contractor, supplying labor and
materials or only labor, for work at the site of the project.
C1-1.21 SURETIES: The Corporate bodies which are bound by
such bonds are required with and for the Contractor. The
sureties engaged are to be fully responsible for the entire
and satisfactory fulfillment of the Contract and for any and
all requirements as set forth in the Contract Documents and
approved changes ther2in.
C1-1.22 THE WORK OR PROJECT: The completed work contemolated
in and covered by the Contract Documents, including but not
limited to the furnishing of all labor, materials, tools,
equipment, and incidentals necessary to produce a completed
and serviceable project.
C1-1.23 WORKING DAY; A working day is defined as a calendar
aaY� n�t including �aturdays, Sundays, and legal holidays, in
which the weather or other conditions not under the control of
the Contractor permit the performance of the
work for a period of not less than seven P�incipal unit of
7: 00 a.m, and 6: 0'0 p.m. , with exceptions (as permi tted ein
paragraph C7-7,6,
C1-1.2� CAL�'NDAR DAYS: A calendar day is any day of the week
or month, no days beino exceoted.
C1-1.25 LEGAL rOLIDF.Y
p=escr���� S' L?g?1 holidays shail b� observzd as
-.. b�' th� City Council of the City os cort �,orth for
observa�ce bv Ci�y e�;,ploye�s as follows:
C1-1 (�)
t
�
(
l.
2.
3.
4.
5.
6.
7.
6.
9.
New Year's Day
M. L. King, Jr, Birthday
Memorial Day
Independence Day
Labor Day
Thanksgiving Day
Thanksgiving Friday
Christmas Day
Such other days in lieu of
holidays as the City Council
may determine
January 1
Third Monday in January
Last Monda-y�--in May
July 4 �
First Monday in Se�tem�er
Fourth Thursday in November
Fourth Friday in November
December 25
When one of the above named holidays or a special holiday is
declared by the City Council, falls on Saturday, the holiday
shall be observed on the preceding Friday or if it falls on
Sunday, it shall be observed on the following ;�ionday, by those
employees working on working day operations. Employees
working calendar day operations will consider the calendar
holiday as the holiday.
C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined
herein appear in Contract Documents, the intent and meaning
shall be as follows:
AASHTO - American Association of MGD - Million Gallons Per
State�Highway Transportation Day
�fficials
ASCE - American Society of Civil CFS - Cubic Foot per
Enginzers Second
LAW - In Accordance With
ASTM - Am2rican 5ociety of Min. - Minimum
Testing Materials Mono.- Monolithic
AWwA - F.merican Wat�r Works $ - Percentum
Association R - Ra3ius
ASA - American Standards Association I.D. - Inside Diameter
HI - Hydraulic Institute O.D. - Outside
Diameter
Asph. - As�halt Elev.- Elevation
Ave. - Avenue F - Fahr2nheit
31vd. - Boulevard C - Centigrade
CI - Cast Iron In. - Inch
CL - Center Line Ft, - Foot
GI - Galvanized Iron St, - 5treet
Lin. - Linear or Lineal CY - Cubic Yard
lb. - Pound Yd. - Yard
Mi3 - Manhole SY - Square Yard
N,ax. - M,aximum L.F. - Linear Foot
D.I. - Duc�ile Iron
Cl-1 (5)
C1-1.27 CHANGE ORDER: A"Change Order" is a written
supplemental agreement between the Owner and the Contractor
covering some added or deducted item or feature which.may be
found necessary and which was not specifically included in the
scope of the project on which bids were submitted. Increase
in unit quantities stated in the proposal are not the subject
matter of a Change Order unless the increase or decrease is
more than 25$ of th� amount of the particular item or items in
the original proposal.
All "Change Orders" shall be prepared by the City from
information as necessary furnished by the Contractor.
C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley
shall be defined as a street or alley having one of the
following types of wearing surfaces applied over the natural
unimproved surface:
1. Any type of asphaltic concrete with or without
separate base material.
2. Any type of asphalt surface treatment, not
including an oiled surface, with or without
separate basz material.
3. Brick, with or without separate base material.
4. Concrete, with or without separate base material.
5. Any combination o€ the above.
C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley,
roadway or other surface is any area except those defined
above for "Paved Streets and Alleys."
C1-1.30 CITY STREETS: A ci�y street is defined as that area
between the right-of-way lines as the street is dedicated.
C1-1.31 ROADWAY: The roadway is defined as the area between
parallel lines two (2') feet back of the curb lines or four
(4') feet back of the average edge oF pave�ent wh�re no curb
exists,
C1-1.32 GRAVEL STREET: A gravel street is any unpaved street
to which has been added one or more zpplications of gravel or
similar material other than the natural material found on the
street surface before any i�provement was made.
C1-1 (6)
SECTION C - GENERAL CONDITIONS
C2-2 INTERPRETATION AND
PREPARATION OF PROPOSAL
�
SECTION C2-2 INTERPRETATION AND PREPARATION OF PRO?OSAL
C2-2.1 PROPOSAL FORM: The Owner wi11 furnish bidders with
proposal form, which will contain an itemized list of the
items of work to be done or materials to be furnished and upon
which bid pric�s are requeste3. Tne Proposal for� will state
the Bidder's general understanding of the project to be
completed, provide a space for furnishing the amount of bid
security, and state the basis for entering into a formal
contract. The Owner will furnish forms for the Bidder's
"Experience Record," "Equipment Schedule," and "Financial
Statement," all of which must be propzrly executed and filed
with the Director of the City Water Department one week prior
to the hour for opening of bids.
The financial statement required shall have been pr�pared by
an indep�ndent certified public accouritant or an independent
public accountant holcling a valid permit issued by an
appropriate state licensing agency, and shall have been so
prepared as to reflect the current financial status. This
statement must be current and not more than one (1) year old.
In the case that a bidding date falls wit.hin the time a new
statement is being prepared, the previous statement shall be
updated by proper verification. Liquid assets in the amount
of ten (10$) percent of the estimated project cost will be
required.
For an experience record to be considered to be acceptable for
a given project, it must reflect the experience of the firm
seeking qualif ication in work of both the sa:ne nature and
magnitude as that of the project for which bids are to be
received, and such experience must have been on projects
completed not more than five (5) years prior to the date on
which are to be received. The Director of the Water
departm�nt shall be sole judge as to the acceptability of
expe�rience for qualification to bid on any For� Worth Water
Department project.
The prospective bidder shall schedule the equipment he has
available for the project and state that he wi11 rent such
additional equipment as nay be reauired to complete the
project on which he submits a bid.
C2-2.2 INTERPRETATION OF QUANTITIES: Tne quantities of work
and r�t�rials to b= furnishe3 as may b� listed in the proposal
C2-2(1)
forms or other parts of the Contract Documents will be
considered as approximate only and will be used for the
ourpose of comparing bids on a uniform basis. Paym�nt �ill be
made to the Contractor for only the 3ctual quantities of work
perf ormed 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 a�y w�y
invalidating -the unit prices bid or any other requirements of
the Contract Documents.
C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT:
Bidders are advised that the Contract Documents on file with
the Owner shall constitute all of the information which the
Owner will furnish. All additional information and data which
the owner will supply after promulgation of the formal
contract documents shall be issued in the form of written
addenda and shall become part oF the Contract Docum2nts just
as though such addenda were actually written into the original
Contract Documents.
Bidders are required, prior to the filing of proposal, to read
and �ecome familiar with the Contract Documents, to visit the
site of the project and examine carefully all local
conditions, to inform themselves by their own independent
research and in vestigations, tests, boring, and by such other
means as may be necessar_y to gain a complete knowledge of th2
conditions which will be encountered during the construction
of the project. Th�y must judge for themselves the
difficulties of the work and all attending circumstances
affecting the cost of doing the work or the time requi�ed for
its comple tion, and obtain al1 information required �o make an
intelligent proposal. No information given by the Owner or
any representative of the Owner other than that contained in
the Contract Documents and officially promulgated addenda
thereto, shall be binding upon the Owner. Bidders shall rely
exclusively and solely upon their own estimates,
investigation, research, tests, explorations, and other data
which are necessary for full and comolete infornetion upon
which the proposal is to be bas�d. It is mutually agrezd that
the submission of a proposal is prima-facie evidence tnat the
bidder has made the investigations, examinations and tests
herein reauired. Claims for additional compensation due to
variations between conditions actually encountered in
construction and as indicated in the Contract DocLments will
not be allowed.
The logs oF Soil Borinas, if zny, showinc on the plans are for
5e�eral information o�1y and may no� be correct, h�ither the
C2-2(2)
Owner nor the Engineer guarantee that the data shown is
representative of conditions wnich actually exist.
C2-2.4 SUBMITTING OF PROPOSA�:-•- The Bidder shall submit his
Proposal on the form furnished by the Owner. All blank spaces
applicable to the project contained in the form shall be
correctly filled in and the Bidder sha11 state the price�,
written in ink in both words and numerals, for which he
proposes to do the work contemplated or furnishz the materials
required. All such p rices shall be written leyibly. In case
of discrepancy between the price written in words and the
price writ.ten in •numerals, the price most advantageous to the
City shall govern.
Ii a proposal is submitted by an individual, his or her name
nust be signed by him (her) or his (her) duly auth�rized agent.
If a proposal is submitted by a firm, association, or
partnership, the name and address of each member must be
given, and the proposal must be signed by a m�mber of the
firm, association, or partnership, or by a person duly
authorized. If a proposal is submitted by a company or
corporation, the compan.y or corporate name and business
address �ust be given, and the proposal signed by an official
or duly authorized agent. The corporate seal must be affixed.
Power of Attorney authorizing agents or others to sign
proposal rnust be properly certified and must be in writing and
submitted with the proposal.
( C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if
{ they show any alteration of words or figures, additions not
called for, conditional or uncalled for alternate bids,
( incomplet� bids, erasures, or irregularities of any kind, or
� contain unbalance value of any items. Proposal tendered or
delivered after the official time designated for recei�t of
( proposal shall be returned to the Bid3er unopened.
` C2-2.6 BID SECURITY: No proposal wi11 be considered unless it
( is accompanied by a"Proposal Security" of the character an3
� in the amount indicated in the "Notice to Bi�ders" and the
� "Proposal." The Bid Security is required by the Owner as
i evidence of good faith on the part of the Bidd�r, and by way
� of a guaranty that iF awarded the contract, the Bidder will
within the required time execute a formal contract and furnish
t the require3 p�rfornance and other bonds. Th? bid security of
� the three lowest bidders will be retained until the contract
is awarded or other disposition is made thereof. The bid
�i security o= a11 other bidders may be returned promptly after
� �he canvass oL bids.
C2-2(3)
C2-2.7 DELIVERY OF PROPOSP.L: No proposal wi11 be considered
unless it is delivered, accompanied by its proper Bid
Security, to the City Manager or his representative :in the
official place of business as set forth in the "Notice to
Bidders." It is the Bidder's sole responsibility to deliver
the proposal at the proper time to the proper place. The mere
fact that a proposal was dispatched will not be considered.
The Bidd�r must have the proposal actually delivered. Each
proposal shaTl be in a seale3 envelope plainly marke3 with the
word "PROPOSAL," and the name or description of the project as
designated in the�"Notice to Bidders." The envelope shall be
addressed to the City Manager, City Hall, Fort Worth, Texas.
C2-2.8 WIT�DRAWING PROPOSALS: Proposals actually filed with
the City Managzr cannot be withdrawn prior to the time set for
opening proposals. A reauest for non-consideration of a
pr000sal must be made in writing, addressed to the City
Manager, and filed with him prior to the time set for the
opening of proposals. After all proposals not requested for
non-consideration are opened and publicly read aloud, the
proposals for which non-consideration requests have been
properly filed mav, at the option of the Owner, be returned
unopened.
C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may
modify his proposal by telegraphic communication at any time
prior to the time set Eor opening proposals, provided such
telegraphic communication is received by the City Manager
prior t� the said proposal opening time, and provid2d further,
that the City Manager is satisfied that a written and duly
authenticated confirmation of such telegraphic cor�unication
over the signature of the bidder was mailed prior to the
proposal opening time. If such conFirmation i� not received
within forty-eiaht (48) hours after the pr000sal opening time,
no further consideration will be given to the proposal.
C2_-2,10 PUBLIC OPENING OF PROPOSPI,: Proposals which have been
prop�rly filed and for which no "Non-consideration Request"
has bee:� received wi11 be publicly opened and read aloud by
the City r;anaaer or his authorize3. representative a� the time
and olace indicated in the "Notice to Bidders." All proposals
which have b�en opened and read will remain on file with the
Owner until the contract has been awarded. Bidders or their
authorized representatives are invited to be present for the
opening of bids.
C2-2.11 IRR�Gu��� PROPOSALS: Pro�osals sha11 be co�sidered as
be�nc "Irrecular" i� th��.� sho•.a anv orr,issions, alt�:a�ions of
�C: r:� zQCl �10!:S � Or COf7Ql �1Oi15 f:0� Cz� ZoQ i0� � L';�?;1�horized
al�erns�� �ics, cr irre�ui?rities o` any kina. �ow�ver, the
C2-2(4)
(
Owner reserves the right to waive any and all irregularities
( and to make the award of the contract to the best interest of
t the City. Tendering a proposal after the closing hour is an
� irregularity which cannot be waived.
( �
� C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be
disqualified and their proposals not considered fcr any cf,
� but not limitzd to, the following reason:
� a. Reasons for believing that collusion exists among �
( bidders, `
� b. Reasonable grounds ior believing that any bidder is
interested in more than one proposal For work
( contemplated. �
� c. Tne bidder being interestzd in any litigation �
against the Owner or where thz Owner may have a
� cla.im against or be engaged in litigation against .
� tne bidder.
d. The bidder being in arrears on any existing contract .
� or having defaulted on a previous contract. �
� e. The bidder having performed a prior contract in an `
unsatisfactory manner.
C f. Lack of competency as revealed by the financial �
� statement, experience record, equipment schedule, �
and such inquiries as the Owner may see fit to make.
� g. Uncompleted work which, in the judgment of the -
� �Owner, will prevent or hinder the prompt completion �
of additional work if awarded. �
� h. The bidder not filing with the Owner, one week in
t� advance of the hour of the opening of proposals the
_ following: �
1. Financial Statement showing the financial
condition of the bidder as speciiied in Part
"A" - Special Instructions.
2. A current exp2rience record showing especially
the projects of a nature similar to the one
under consideration, which have been
successfully completed by the Bidd�r.
3. An eauipment schedule showing the equipment
the bidder has available for use on the
project.
The Bid Proposal of a bidder who, in the judgm��nt of the
Engineer, is disqualitied under the requirements stated
herein, shall be set asid� and not opened. -
C2-2(S) "
PART C - GENERAL CONDITIONS
C3-3 AWARD AND EXECUTION OF
DOCUMENTS
SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS:
( .C3-3.1 CONSIDERATION OF PROPOSALS: 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 rr.ade by the Owner, the
right will be reserved to reject any or all proposals and
waive technicalities, to re-advertise for new proposals, or to
proceed with the work in any manner as maybe considered for
the best interest of the Owner.
C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS
ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner,
upon request, complete and accurate information regarding
actual work performed by a Minority Business Enterprise (MSE)
and or a a Woman-owned 3usiness Enterprise (WBE) on the
contract and the payment therefor. Contractor further. agrees,
upon request by Owner, to allow and audit and/or an
examination of any books, records, or files in the possession
of Contractor that will substantiate the actual work performed
by the MBE or WBE. Rny material misrepresentation of any
nature will be grounds f or termination of the contract and for
initiating any action under appropriate federal, state or
local laws and ordinances relating to false statements;
further, any such misrepresentation may be grounds for
disqualification of Contractor at Owner's discretion for
bidding on future Contracts with the Owner for a period of
time of not less than six (6) months.
C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall
co�ply with Current City Ordinance prohibiting discrimination
in em�loyment practices.
C3-3 (1)
The Contractor shall post the required notice to that effect
on the project site, and, at his request, will be provided
assistance by the City of Fort Worth's Equal Empl-oyment
Offic2r who will refer any qualified apnlicant he may have on
file in his office to the Contractor. Appropriate notices may
be acquired from the Equal Employment Officer.
C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been
read by the Owner it cannot be withdrawn by the Bidder within
forty-five (45) d.ays after the date on which the proposals
were opened.
C3-3,5 AWARD OF CONTRACT: The Owner reserves the right to
withholdfinal action on the proposais for a reasonable time,
not to exceed forty-five (45) days after the date of opening
proposals, and in no event will an award be made until after
investigations have been made as to the responsibility of the
proposed awardee...
The award of the contract, if an award is made, wi11 be to the
lowest and best responsible'bidder,
The award of the contract shall not become effective until the
Owner has notified the Contractor in writing of such award.
C3-3.6 RETURN OF PROPOSAL SECURITIES: .As soon as oroposed
price totals have been determined for comparison of bids, the
Owner may, at its discretion, return the proposal security
which accompanied the proposals which, in its judgment, would
not be considered for the award. All other proposal
securities, usually those of the three lowest bidders, will be
retained by the Owner until the reQuired contract has been
executed and bond furnished or the Owner has otherwise
dijposed of the bids, after which they will be r�turned by the
City Secretary.
C3-3.7 BONDS: With the execution and delivery of the Contract
Documents, the Contractor shall furnish to, and file with the
Owner in the amounts herein required, the following bonds:
z• PERFORMANCE BOND: A good and sufficient
performance bond in an amount not less than 100
percent of the amount of the contract, as evidenced
by the proposal tabulation or otherwise,
g uaranteeing the fu11 and faithful execution of the
work and perfo-mance of the contract, and for�the
prctection of the Owner and all other persons
a�ainst damage bv reason of r:eglicence oi the
Cor:`rac�or, or in�roper �xecution or �he work or
the use ot" inf�rior materials. This oerformance
C3-3 (2)
bond shall guarantee the payment for all labor,
materials, equipment, supplies, and services used
in the construction of the work, and shall remain
in full force and effect until provisions as above
stipulated ar2 accomplished and final payment is
made on the project by the City.
b. MAINTENANCE BOND: A good and sufficient
maintenance bond, in the amount of not less than
100 percent of the amount of the contract, as
evidenced by the proposal tabulation or otherwise,
gua�ranteeing the prompt, full and faithful
performance of the general guaranty which is set
forth in paragraph.CB-8.10.
c. PAYMENT BOND: A good and sufficient payment bond,
in an amount not less than 100 percent of the
amount of the contract, as evidenced by the
proposal tabulation or otherwise, guaranteeing the
prompt, full and faithful payment of all claimants
as defined in Article 5160, Revised Civil Statutes
of Texas, 1925, as amended by House Bill 344 Acts
56th Legislature, Regular Session, 1959, effective
April 27, 1959, and/or the latest version thereof,
supplying labor and materials in the prosecution of
the work provided for in the contract being
constructed under these specifications. Payment
Bond shall remain in force until all payments as
above stipulated are made.
d. OTHER BONDS: Such other bonds as may be required
by these Contract Documents shall be furnished by
the Contractor.
No sureties will be accepted by the Owner which are at the
time in default or delinquent on any bonds or which are
interested in any litigation against the owner. All bonds
shal_1 be made on the forms furnished by the Owner and shal'1 be
exe.cuted by an ap�roved surety company doing business in the
City of Fort Worth, Texas, and which is acceptable to the
owner. In order to be acceptable, the name of the surety
shall be included on the current U.S. Treasury list of
acceptable sureties, and the a:nount of bond written by any one
acceptable company shall not exceed the amount shown on the
Treasury list for that company. Each bond sha11 be properly
executed by both the Contractor and Surety Company.
Should any surety on the contract be determined unsatisfactory
at any tim� b}� the Owner, notice will be given the Contractor
to that e�iect and th� Contractor shall im<<<��iat2ly provide a
C3-3 (3)
new surety satisfactory to the Owner. No payment wi11 be made
under the contract until the new surety or sureties, as
required, have qualified and have been accepted by the..Owner.
The contract shall not be operative nor will any payments be
due or paid until anproval of the bonds by the Owner.
C3-3.8 EXEC UTION OF CONTRACT: Within ten (10) days after the
Owner has by appropriate resolution, or otherwise, awarded the
contract, the Contractor shall execute and file with the Owner
the Contract and such bonds as may be required in the Contract
Documents. �
No contract shall be binding upon the owner until it has been
attested by the City Secretary, approved as to form and
legality by the City Attorney, and �xecuted for the Owner by
either the Mayor or City Manager.
C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the
Awardee to execute the required bond or bonds or to sign the
required contract within ten (10) days after the contract is
awarded shall be considered.by the Owner as an abandonment of
his proposal, and the Owner may annul the Award. By reason of
the uncertainty of the market prices of material and labor,
and it being impracticable and difficult to accurately
determine the amount of damages occuring to the Owner by
reason of said awardee'� failure to execute said bonds and
contract within ten (10) days, the proposal security
accompanying the proposal shall be the agreed amount of
damages which Owner will suffer by reason of such failure on
the part of the Awar3ee and shall thereupon immediately be
forfeited to the Owner.
The filing of a proposal will be consi•der�d as an acceptance
of this provision by the Bidder.
C3-3.10 BEGINNING WORK: The Contractor shall not commence
work until authorized in writi,ng to do so by the Owner.
Should the Contractor fail to commence work at the site of the
project within the time stipulatPd in the written
authorization usually termed the "Work Order" or "Proceed
Order", it is aareed�that the Surety Company will, within ten
(10) days after the commence;nent date set forth in such
written authorization, commence the physical execution of the
contract.
C3-3.11 INSURANCE: The Contractor shall not co:�unencP work
under this contract until he has obtained all the insurance
rea�irzd under the Contract Documents, and such i:�surance has
b�en z�proved by th� Owner. Th? prime Contrccto: sha11 be
rasaon=ible for delivering to the Owner the sub-contractors'
C3-3 (4)
certificate of insurance for approval. The prime contractor
shall indicate on the certificate of insurance included in the
documents for execution whether or not his insurance covers
sub-contractors. It is the intention of the Owner that the
insurance coverage required herein shall include the coverage
of all sub-contractors.
a. COMPENSATION INSURANCE: The Contractor shall
maintain, during the life of this contract,
wo_rkers' Compensation Insurance on a11 of his
employees to be engaged in work on the project
under th.is contract, and for all sub-contractors.
In case any class of employees engaged in hazardous
work on the project under this contract is not
protected under the Workers' Compensation Statute,
the Contractor shall provide adequate employer's
general liability insura.nce for the protection of
such of his employees not so protected.
b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The
Contractor shall procure and shall maintain during
the life of. this contract Contractor's
Comprehensive General Liability Insurance (Public
Liability and Property Damage Insurance) in an
amount not less than $500,000 covering each
occurrence on account of bodily injury, including
death, and in an amount not less than $500,000
covering each occurrence on account of property
damage with $2,000,000 umbrella policy coverage.
c. ADDITIONAL LIABILITY: The Contractor shall
furnish insurance as separate policies or by
additional endorsement to one of the
above-mentioned policies, and in the amount as set
iorth for public liability and property damage, the
following insurance:
l.
�
Contingent Liability (covers General
Contractor's Liability f�r acts of
sub-contractors).
Blasting, prior to any blasting b�ing done.
3. Collapse of buildings or structures adjacent
to excavation (if excavations are to be
performed adjacent to same).
4. Damage to underground utilities for $500,000.
�
�
C3-3 ( 5 ) i �
5. Builder's risk (where above-around structures
are involved).
6. Contractual Liability (covers-all
indemnification requirements of Contract).
d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY
DAMAGE: The Contractor shall procure and maintain,
during the life of this Contract, Comprehensive
Automobile Liability insurance in an amount not
le,ss than $250,000 for injuries including
accidental death to any one person and subject to
the same limit for each person an amount not less
than $500,000 on account of one accident, and
automobile property damage insurance in an amount
not less than $100,000.
e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The
insurance required under the above paragraphs shall
provide adequate protection for the Contractor and
his sub-contractors, respectively, against damage
claims which may arise from operations under this
contract, whether such operations be by thz insured
or by anyone directly or indirectly employed by
him, an3 also against any of the following special
_ hazards which may be encountered in the performance
of the Contract.
f. PROOF OF CARRIAGE OF INSURANCE: The Contractor
shall furnish the Owner with satisfactory proof of
coverage by insurance required in these Contract
Documents in amounts and by carriers satisfactory
to the Owner. (Sample attached.) Al1 insurance
requirements made upon the Contractor shall apply
to the sub-contractor, should the Prime
Contractor's insurance not cover the
sub-contractor's work operations.
Q. LOCP_L AGENT FOR INSURANCE AND BONDING: The
r insurance and bonding companies with whom the
Contractor's insurance and performance, payment,
maintenance and all such other bonds are written
sha11 be reoresented by an agent or age:�ts having
ar. off�c= located within th? city lir.� �s ot the
C3-3 (6)
f
� City of Fort Worth, Tarrant County, Texas. Each
� such agent shall be a duly qualified, one up on whom
service of process may be had, and must have
� authority and power to act on behalf of the
( insurance and/or bonding company to negotiate and
settle with the City of Fort Worth, or any other
f claimant, 3ny claims that the City of rort Worth or
� other claimant or any property owner who has been
damaged, may have against the Contractor,
� insurance, and/or bonding company. If the local
� insurance represent�ative is not so empow�red by the
in.surance or bonding companies, then such authority
� must be vested in a local agent or claims officer
{ residing in the Metroplex, the Fort Worth-Dallas
area. The name of the agent or agents shall be set
� forth on all of such bonds and certificates of
� insurance.
C3-3.12 CONTRACTOR'S OBLIGATIONS: Under tZ�e Contract, the
Contractor shall pay for all materials, labor and services
when due.
C3-3.13 h'EEKLY PAYROLL: A certified copy of each payroll
covering payment of wages to all person engaged in work on the
project at the site of the project shall be furnished to the
Owner's representative within seven (7) days after thP close
of each payroll period: A copy or copies of the applicable
minimum wage rates as set forth in the Contract Documents
shall be kept posted in a conspicuous place at the site of trs
project at all times during the course of the Contract.
Copies of the wage rates will be furnished the Contractor, by
the Owner; however, posting and protection of the wage rates
shall b� the responsibility of the Contractor.
C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor,
whether a person, p�rsons, partnership, cornpany, firm,
association, corporation or other who is approved to do
business wi�h and enters into a contract with the City for
construction of water and/or sanitary sewer facilities, wi11
have or shall establish a fully o��ra�ional business office
within the Fort worth-Dallas metropolitan area. The
Contractor shall charge, delegate, or assign this office (or
he may delegate his Project Superintenden�) with full
authority to transact all business actions reauired in the
oerformance of the Contract. This local authority shall be
made responsible to act for tl�e Contractor in all matters
pertaining to the work gov�rnzd by the Contract whether it b�
administra�ive or otherwise and as such sha11 b� empowered,
thus delegated and directed, to se�tle a11 material, labor or
other ex�enditures, all clair:;s against th� work or any other
C3-3 (7)
matter associated such as maintaining adequate and approoriate
insurance or securi�y coverage for the project. Such Iocal
authority for administration of the work under the Contract
shall be maintained until all business transactions executed
as part of the Contract are complete.
Should the Contractor's principal bas� of operations be other
than in the Fort Worth-Dallas metropolitan area, notification
of the Contractor's assignment of local authority shall be
made in writing to the Engineer in advance of any work on the
project, all appropriately signed and sealed, as applicable,
by the Contractor's responsible officers with the
understanding that this written assignment of authority to a
local representative shall become part of the project Contract
as though bound directly into the project docum2nts. The
intent of these requirements is that all matters associated
with the Contractor's administration, whether it be oriented
in furthering the work, or other, be governed direct by local
authority. This same requirement is imposed on insurance and
surety coverage. Should the Contractor's local representative
Fail to perform to the satisfaction of Engiaeer, the Engineer,
at his sole discretion, may demand that such local
representative be replaced and the EnginPer may, at his sole
discretion, stop all work until a new local authority
satisfactory to the Engineer is assigned. No credit of
working time will be for periods in which work stoppages ar�
in effect for this r2ason.
C3-3.15 VE NUE: V�nue of�any action hereinunder shall be
exclusively in Tarrant County, Texas.
C3-3 (8)
(
�
(
(
SECTION C4-4 SCOPE OF WORK
PART C - G�NERAL CONDI'I'IONS
C4-4 SCOPE OF FrORK
(� C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite
� intention of these Contract Documents to provide for a
� cor,plete, us_eful project which the Contractor undertakes to
( construc�t ar fu�rnistr�, all in full compliance with the
requirements and �i.ntent of the Contract Docunents, It is
�� definitely understood that the Contractor shall do all work as
l provided for in the Contract Documents, shall do all extra or
�� soecial work as may b� considered by the Owner as necessary to
complete the project in a satisfactory and acceptable manner.
F The Contractor shall, un.l.ess otherwise specifically stated in
-�� these Contract Documents, furnish all labor, tools, materiaYs,
machinery, equipment, special services, and incidentals
� necessary to the prosecution and completion of the project.
( C4-4.2 SPECIAL PRGVISIONS: Should any work or conditions
t which are not thoroughly and satisfactorily stipulated or
" covered by General or Special Conditions of these Contract
� Documents be anticipated, or should there be any additional
( proposed work which is not covered by these Contract
�' Documents, then "Special Provisions" cov�ring a11 such work
� will be prepared by the Owner previous to the time of
( receiving bids or proposals for such work and furnished to the
` Bidder in the form of Addenda. Al1 such "Special Provisions"
�p shall be considered to be a part of the Contract Documents
( just as though they wzre originally written therein.
C4-�.3 INCREASED OR DECREASED QUANTITIES: The Owaer reserves -
th� right to alter the quantities of the work to be performed ='"
or to extend or shorten the improvements at any time when and _
as found to be necessary, and the Contractor shall perform the -
work.as altered, increased or decreased at the unit prices. �--
Such increased or decreased quantity shall not be �ore than 25
percent of the contemplated quantity of such iten or items.
Wh�n 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 bel�w the 25 percent of the original quantity
stated in the proposal; such revised consideration to be
determined by special agreement or as hereinafter �rovided for --
"Extra Woric. " No allowance will be made for ant' changes in
an�icipated profits nor shall such changes be considered as
�4�-a �1)
waiving or invalidating any conditions or provisions of the
Contract Documents,
Variations in quantities of sanitary sewer pipes in depth
categories, shall be interpr�ted herein as applying to the
overall quantities or sanitary sewer pipe in ea�h pipe size,
but not to the various depth categories.
C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the
Owner reserves the right to make such changes in the Contract
Documents and in the character or auantities of the work as
may be necessary or desirable to insure completion in the most
5atisfactory manner, provided such changes do not materially
alter the original �ontract Documents or change the general
nature of the project as a whole. Such changes shall not be
considere3 as waiving or invalidating any condition or
orovision of the Contract Documents.
C4-4.5 EXTRA WORK: Additional wor� made necessary by changes
and alterations of the Contract Documents or of quantities or
for other reasons for which no prices ar� provided in the
Contract Documents, shall be defined as "Extra Work" and shall
be performed by the Contractor in accordance with these
Contract Documents or approved additions thereto; provided,
however, that before any extra work is begun a"Change Order"
shall be executed or written order issued by the Owner to do
the work for payments or credits as shall be determined by one
or more combination of the following methods:
a. Unit bid price previously anproved.
b. An agreed lump sun.
c. The actual,reasonable cost of (1? labor, (2) rental
of equipment used on the extra work for the time so
used at Associated General Contractors of America
current equipment rental rates; (3) materials
entering permanently into the projact, and (4)
actual cost of insurance, bonds, and social
security a5 determined by the Owner, olus a fixed
fee to be agreed upon but not to exceed 10$ of the
_actual cost of such extra work. The fixed fee is
not to include any additional profit to the
Contractor for rental of equipment owned by him and
used for the extra work. The fee shall be full and
conpletP compensation to cover the cost of
sup�rintendence, overhead, other pro=it, general
and all other exp�nse no� ir.cluded in (1), (2),
( 3), ar:c ( 4) G�JOL�A. The Contractor =hall keep
acc�rate cost records on the form and �n the nethod
C4-4 (2)
suggested by the Owner and shall give the Owner
access to all accounts, bills, vouchers, and
records relating to the Extra Work.
No "Change Order" shall become effective until it h�as been
approved and signed by each of the Contracting parties.
No claim for Extra Work of any kind will be allowed unless
ordered in writing by the Owner. In case any ord�rs or
instructions, either oral or written, appear to the Contractor
to i.n_volve Extra Work for which he should receive
compensation, he shall make written request to the Engineer
for written orders authorizing such Extra Work, prior to
beginning such work.
Should a difference arise as to what does or does not
constitute ExLra Work, or as to the payment th�reof, and the
Engineer insists upon its performance, the Contractor shall
proceed with the work after making written request for written
orders and shall keep an accurate account of the actual
reasonable cost thereof as provided under method (Item C>.
Claims for extra work will not be pai3 unless the Contractor
shall file his claim with the Owner within five (5) days
b�fore the time for making the first estimate after such work
is done and unless the claim is supported by satisfactory
vouchers and certified payrolls covering all labor and
materials expended upon the said Extra Work.
The Contractor shall furnish the Owner such installation
records of all deviations from the original Contract Documents
as may be necessary to enable the Owner to prepar� for
permanent record a corrected set of plans showing the actual
installation.
The compensation agreed upon for 'extra work' wh�ther or not
iniitiated by a'change order' shall be a full, complete and
final payment For all costs Contractor i:�curs as a result or
relating to the change or extra work, whether said costs are
known, unknown, foreseen or unforeseen at that tim�, including
without limitation, any costs for delay, extended overhead,
ripple or imoact cost, or any other effect on changed or
unchanged work as a r�sult or the change or extra work.
C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work
under this contract, the Contractor shall submit to the Owner
and receive the Owner's approval thereof, a"Schedule of
Operations," showing by a straight line method �he date of
comn�ncing and finishing each of the major elements of the
contract. There shall be also shown the estima�ed monthly
cost o� w•ork ror which estimates ar� to be exD�ct2d. Ther`
. C4-� (3)
shall be presented also a composite graph showing the
anticipated progress of construction with the time being
plotted horizontally and the percentage oF completion.plotted
vertically. The progress charts shall be prepared on 8-1/2" x
11" sheets and at least five black or blue line prints shall
be f urnished to the Owner.
C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT
FACILITIES: Within ten (10) days prior to submission of.
first monthly progress payment, the Contractor shall
prepare and submit�to the Owner for approval six copies of
the schedule in which the Contractor proposes to carry on
the work, the date of which he will start the several major
activities (including procurement of materials, plans, and
equipment) and the contemplated dates for completing the
same. The schedule shall be in the form of a time schedule
Critical Path Method (CPM) network diagram. As the work
progresses, the Contractor shall enter on the dia�ram the
actual progress at the end of each partial payment period
or at such intervals as directed by the Engineer. The
Contractor shall. also rev�ise the schedule to reflect any
adjustments in contract time approved by the Engineer.
Three copies of the updated schedule shall be delivered at
such intervals as directed by the Owner.
As a minimum, the construction schedule shall incorporate
all work elements and activities indicated in the proposal
and in the technical specifications.
Prior to the fina7. drafting of the detailed cons�ruction
schedule, the Contractor shall review the draft schedule
with the Engineer to ensure the Contractor's understanding
of the contract requirements.
The following guidelines shall be a3hered to in preparing
the�construction schedule:.
a. �!ilestone dates and final project co�pletion
dates sha11 be developed to conform to tine
constrai:�ts, seauencing r�auirener.ts and
completion time.
b. - The construction process shall be divided into
activities with time durations oi aporoximately
iourteen �(14) days and construction values not to
exceed $50,000. Fabrication, deli�ery and
submittal activities are exceptions to this
cuideline,
C�-4 (4>
c. Durations shall be in calendar days and normal
holidays and weather conditions over the dura tio�
of the contract sha11 be accounted for within the
duration of each activity.
d. One critical path shall be shown on the
construction schedule.
e. Float time is defined as the amount of time
between the earliest start 3ate and the latest
start date of a cha-ia of activities of the CPM
construction schedule. Float time is not for the
exclusive use or benefit of either the Contractor
or the Owner.
f. Thirty days shall be used for submittal review
unless otherwise specified.
The construction schedule shall as a minimum be divided
into general categories as indicated in the Proposal and
Technical Specifications and each general category shall be
broken down into activities in enough detail to achieve
activities of approximately fourteen (14) days duratione
For each general category, the construction schedule shall
identify all trades or subcontracts whose work is
represented by.activities that follow the guidelines of
this Section.
For each of the trades or subcontracts, the construction
schedule shall indicate the following procurements,
construction and preacceptance activities and events in
their logical sequence for equipment and materials.
1, Preparation an3 transmittal of submittals:
2. Submittal review periods.
3. Shop fa�rication and delivery.
4. Erzction or installation.
5. Transmittal of manufacturer's operation and
maintenance instructions.
5. Installed eauipment and materials testing.
7. Own�r's o��rator instruction (if applicable).
8. Final insa�ction.
C4-4 ( 5 )
9. Operational testing.
10. Final inspection. �
If, in the opinion of the Owner, work accomplished falls
behind that scheduled, the Contractor shall take such
action as necessary to improve his progress. In addition,
the Owner may.require the Contractor to submit a revised
schedule demonstrating his program and proposed plan to
make up lag in scheduled orogress and to insure com�letion
of the work within the contract time. If the Owner finds
the proposed plan not acceptable, he may require the
Contractor to increase the work force, the construction
plant and equipment, the number of work shifts or the
overtime operations without additional cost to the Owner.
Failure of the Contractor to comply with these reguirements
shall be considered grounds for determination by the Owner
that the Contractor is failing to prosecute the work with
such diligence as will insure its completion within the
time specified.
C�-4 (6)
PART C - GENERAL CONDITIONS
C�-S CONTROL Oc �'ORK AND
MATERIALS
SECTION C5-5 CONTROL Or WORK AND MATERIALS
CS-5.1 AUTHORITY OF ENGINEER: The work shall be performed to
the satisfaction of the Engineer and in strict conpliance with
the Contract Docum�nts. He shall decide all qu�stions which
arise as to the quality and acceptability of materials
furnished, work performed, rate of progress of the work,
overall se�uence of the construction, interpretation of the
Contract Documents, acceptable fulfillment of the contract,
compensation, mutual rights between Contractor and Owner under
these Contract Documents, supervision of the work, resumption
of operations, and all other`qzi��stions or disputes which may
arise. Engineer will not be responsible for Contractor's
means, methods, techniques, sequences or procedures of
construction, or the safety precaution and programs incident
thereto, and he will not be responsible for Contractor's
failure to perform the work in accordance with the contract
documents.
He shall determine the amount and quality of the work
completed and materials furnisher3,: and his decisi�ns and
estimates sha11 be final. His estimates in such event shall
be a condition to th� right oF the Contractor to receive money
due him under the Contract. The Owner shall have executive
authority to enforce and make effective such necessary
decisions and orders as the Contractor fails to carry out
promptly.
In the event of any dispute between the Engineer and
Contractor over the decision of the Engineer on any such
matters, the Engineer must, within a reasonable time, upon
written request of the Contractor, render and deliver to both
the Owner and Contractor, a written decision on the matter in
controversy.
C5-5.2 CONFORMITY WITH PLANS: The finished project in all
cases sha11 conform with lines, grades, cross-sections,
finish, and dimensions shown on the plans or any other
requirements otherwise descri�ed in the Contract Documents.
Any deviation from the approved Contract Documents required by
the Engineer during construction will in all cases be
determined by the Engineer and authorized by the Owner by
Change Order.
C5-5 (1)
C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract
Documents are made up of several sections, which, taken
together, are intended to describe and provide for a complete
an3 useful project, and any requirements_appearing in one of
the sections is as binding as though it occurred in a11
sections. In case of discrepancies, figured dimension shall
govern over scaled dimensions, plans shall govern over
specifications, spzcial conditions shall govern ovzr general
conditions and standard specifications, and quantities shown
on the plans shall govern over those shown in the proposal.
The Contractor shall not take advantage of any aopar�nt error
or omission in the Contract Documents, and the Owne� shall be
permitted to make such corrections or interpretations as may
be deemed necessary for the fulfillment of the intent of the
Contract Documents. In the event the Contractor discovers an
apparent error or discrepancy, he shall imm�diately call this
condition to the attention of the Engineer. In the event of a
conflict in the drawings, specifications, or other portions of
the Contract Documents which were.not reported prior to the
award of Contract, the Contractor shall be deemed to have
quoted the most expensive 'resolution of the conflict.
C5-5.4 COOPERATION OF CONTRACTOR: The Contr3ctor will be
furnished with tlZree s�ts of the Contract Documents and shall
have available on the site of the project at all times one set
of such Contract Documents. �
The Contract shall give to the wor� the constant attenti�n
necessary to facilitat� the progress th�reof and shall
cooperate with the Engineer, his inspector, and other
Contractors in every possible way.
The Contractor shall at a11 times have comp�tent personnel
available to tne project site for proper performa�ce of the
work. The Contractor snall provide and maintain a� a11 times
at the site of the project a competent, English-=pea::ing
superintendent and an assistant who arz fully autnorized to �
act as the Contractor's agent on the work. Such
superintendent and his assistant shall be capable o= reading
and under5tanding the Contract Documents and shall rece:ve and
fulfill instructions from tne Owner, the Engin�er, or his
authorized reuresentatives, Pursuant to this responsibility
of the Gontractor, the Contractor shall designat� in writing
to the project superintendent, to act as the Contractor's
agent on the work. Such assistant project superintendent
shall be a resident of Tarrant County, Texas and =ha11 be
subject to ca11, as is the project Superintendent, �t any time
o` th� ca}• o� night on a�y day of th� week or: which the
C.:7Q' ii?�: �2���C�1:�25 y..fi :� C1L"Cll[il���cRCES r2Q111;? th= ���sence Otl
thz ?=oject si�e or a rz�resenta�i�•e of the Cont=actor to
CS-5 (2)
adequately provide for the safety or convenience of the
traveling oublic or the owners of property across which the
project extends or the safety of property contiguous to the
project routing.
The Contractor shall provide all facilities to enable the
Engineer and his in�pector to examine and inspect the
workmanship an3 materials entering into the work.
C5-5.5 EMERG£NCY AhD/OR RECTIFICATION WORK: When, in the
opinion of the Owner or Engineer, a condition oi emergency
exists related to any �art of the work, the Contractor, or the
Contractor�through his designated representative, shall
respond with dispatch to a verbal request made by t;�e Owner or
Enginezr to alleviate the emergency condition. Such a
response shall occur day or night, whether the oroject is
schedule.d an a c.alendar-3ay or nn. a wnrkin.g-day basis.
Should the Contr3ctor fail to respond to a request from the
Engineer to rectify any discrepancies, omissions, or
corrections necessary to conform with the requirements of the
project specifications or p�lans, the Ergineer shall give the
Contractor written notice that such work or changes are to be
perfdrmed. The written notice shall direct attention to th�
discrepant condition and request the Contractor to take
remedial action to correct the condition. In the event the
Contractor does not take positive steps to fulfill this
written request, or does not show just cause for not taking
the proper action, within 24 hours, the City may take such
remedial action with City forces or by contract. The City
shall then deduct an amount equal to the entire cos�s for such
reme3ial action, plus 25�, from any funds due th� Contractor
on the project.
C5-5.6 FIELD OFFICE: The Contractor shall provide, at no
extra compensation, an adequate fi�ld office for use of the
Engineer, if specifically called for. The field o�fice shall
be not less than 10 by 14 feet in floor area, substantially
constructed, well neated, air conditioned, lighted, and
weathzr-proof, so that documents will not be darn�ged by the
elzmen�s.
C5-5.7 CONSTRUCTIOI� STAKES: The City, through i�s Engineer,
will furnish the �ontractor_with all lines, grades, and
measurements necessary to the proper prosecution and control
of th� work contracted for under these Contract Documents, and
lines, grades and m�asurements will be established by means of
stakes or other customary method of marking as rr:ay be found
consistent with good practice.
C5-5 ( 3 ) =_y
These stakes or markings shall be set sufficiently in advance
of construction operations to avoid delay. Such stakes or
markings as may be established for the Contractor's use or
guidance shall be preserved by the Contractor until he is
authorized by the Engin�er to remove them. Whenever, in the
opinion of the Engineer, any stakes or markings have been
carelessly or willfully destroyed, disturbed, or removed by
the Contracto.r or any of his employees, the full cost.of
replacing such stakes or marks plus 25$ will be charged
against the Contractor, and the full amount will be deducted
from paym�nt due the Contractor.
CS-5.8 AUTHORITY Ah'D DUTIES OF CITY INSPECTORS: City
Inspectors will be authorized to inspect all work done and to
be done and all materials furnished. Such inspection may
extend to all or any part of the work, and the preparation or
nanufacturing of the mat�rials to be used or equipment to be
installed. A City Inspector may be stationed on the work to
report to the Engineer as to the progress of the work and the
manner in which it is being performed, to report any evidence
that the �aterials being furnished or the work being performed
by the Contractor fails to fulfill tn� requirements of the
Contract Documents, and to call the attention of the
Contractor to any such failure or other infringements. Such
inspection or lack of inspection will not relieve the
Contractor from any obligation to perform the work in
accordance with the requirements of the Contract Documents.
In case of any dispute arising b2tween the Contractor and the
City Inspector as to the materials or equipment furnished or
th� manner of performing the work, the City Insp2ctor will
nave au��-�rity to reject materials or equipment to suspend
work until the question at issue can be referred to and be
decided by the Engineer. The City Inspector will not,
however, be authorized to rPvoke, alte.r, enlarge, or release
any requirement of these Contract Documents, nor to approve or
accept any portion or section of the work, nor to issue any
ii�struct_ions contrary to the requirenents of the Contract
Documents, He will in no case act as superintendent or
foreman or perfor� any other duties for the Contractor, or
interfere with the management or operation of the work. He
will not accept from the Contractor any compensation in any
form for performing any duties. The Contractor shall regard
and obey the directions and instructions of the City Inspector
or Engineer when the same are consistent with the obligations
of the Contract Documents, p.rovided, however, should the
Contractor object to any orders or instructions of the City
Inspector, the Contrac�or may within six days m�ke wri�ten
a��a�l to �n� Enc�r.�er for his d�cision on the rGtter in
con�ro��ersv. r
C�-5 (�)
C�-5.9 INSPECTION: The Contractor shall furnish the Engineer
wit� every reasonable facility for ascertaining whether or not
the work as performed is in accordance with the requirements
of the�Contract Documents. If the Engineer so request.s, the
Contractor shall, at any time before acceptance oF the work,
remove or uncover such portion of the f inished work as may be
dir�cted. After examination, the Contractor shall restore
said portions,of the work to the standard required by the
Contract Docum�nts,
Should the work exposed or examined prove acceptable, the
uncovering or removing and replacing of the cov�ring or making
g ood of the parts remov�d shall be paid for as extra work, but
should be work so exposed or examined prove to be
unacceptable, the uncovering or removing and the replacing of
all adjacent defective or damaged parts shall be at the
Contractor' s exp.ense._ No �or;c-� strall be done or materials used
without suitable supervision or inspection.
CS-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work,
materials, or equipment which has been rejected shall be
remedied or r�moved and r:eplaced in an acceptable manner by
the Contractor at his own expense. work done beyond the lines
and grades given or as shown on the plans, except as herein
specifically provided, or any Extra Work done without written
a uthority, will be considered as unauthorized and done at the
expense of the Contractor and will not be paid for by the
Owner. Work so done may be ordered removed at the
Contractor's expense. Upon the failure on the part of the
Contractor' to comply with any order of the Engineer made under
the provisions of this paragraph, the Engineer will havz the
authority to cause defective work to be remedied or removed
and replaced and unauth�rized work to be removed, and the cost
tnereof may b� de3ucted from any money du2 or to b�come due to
the Contractor. Failure to require the removal of any
d efective or unauthorized work shall not constitute acceptance
of such works.
C�-5 . 11 SUBSTITUTE b1ATERIALS OR EQUIPMENT: If the
Specifications, law, ordinance, codes or regulations permit
Contractor to furnish or use a substitute that is equal to any
material or equipm�nt specified, and if Contractor wishes to
furnish or use a proposed substitute, he shall, prior to the
preconstruction conferen�e, make written application to
ENGINEER for approval of such substitute certifying in writing
that the proposed substitute will perform adequately the
functions called for by the general design, be similar and of
equal substance to that speciFied and be suited to the same
use and capable of performing the same function as that
speciried; and id�n�ifying all variations of the proposed
C5-5 (5)
substitute fron that specified and indicating available
maintenance service. No substitute shall be ordered or
installed without the written approval of Engineer who will be
the judge of the equality and may require Contractor to
furnish such other data about the proposed substitute as he
considers pertinent. No substitute shall be ordered or
installed without such performance guarantee and bonds as
Owner nay require which shall be furnished at Contractor's
expense. Contractor shall indemnify an3 hold harmless Owner
and Engineer an3 anyone directly or indirectly employed by
either of them from and against the claims, damages, losses
and expenses (including attorneys fees) arising out of the use
of substituted mat�rials or equiQment.
C5-5.12 SAbiPLES AND TESTS OR MATERIALS: Wher�, in the opinion
of the Engine?r, or as called for in the Contract Documents,
tests of materials or equipment are necessary, such tests will
be made at th� expense of and paid for direct to the testing
agency by the Owner unless otherwise specifically provid�d.
The failure of the Owner to make any tests of materials shall
be in no way relieve the�Contractor of his responsibility of
furnisning materials and equipment fully conforming to the
requirements of the�Contract Documents. Tests and sampling of
materials, unless otherwise soecified, will be nade in
accordance with the latest methods prescribed by the American
Society For Testing Mat�rials or�specific requirements of the
OwnAr. The Contractor shall provide such facilities as the
Engineer nay require for collecting and forwarding samples and
shall not, without soecific written permission of the
Engineer, usP the materials represented by the samples until
tests hav� bee:� made and the materials approved for use. The
Contractor will furnistl adequate samoles without cn�rge to the
Owner.
In case oF concrete, the aggr�gates, design mini�um, and the
mixing �nd transporting equipment sha11 be approved by the
Engineer before any concrete is placed, �nd the Con�actor
shall b� responsible for replacing any concrete which does not
maet thF requirements of the Contract Documents. Tests shall
be rr�ade at least 9 days prior to the placing oi concrete,
usi�g samples from the sa;ne a�gregate, cement, and mortar
which are to be us?d later in the concrete. Should the source
of �upply change, new tests sha11 be ma3e prior to the usP of
the new materials.
C5-5.13 STORAGE OF MATERIALS: P.11 ;nat�rials whic:�
used in the construction operation shall oe stored
insur� t;�� p��servation of the Quality and �itness o=
Yi;:�n dir=c�e� bv th2 Engine�r, th�Y sna11 b= plac�c
platior,;�s or oth�r hara, ciear. ci�s�rabl= s�rfaces z^u
CS-S (6)
are to be
so as to
the work.
o-: woode:�
no� on the
ground, and shall be olaced und�r cover when dir�ctPd. Stored
materials shall be placed and located so as to facilitate
prompt inspection.
CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and
dimensions shown on the Plans relative to existing utilities
are based on the best information available. Omission from, or
the inclusion of utility locations on the Plans is not to be
considered as the nonexistence of, or a definite location of,
existing underground utilities. The location of many gas
mains, water m�ains, conduits, sewer lines and service lines
for all utilities, etc., is unknown to the Own�r, and the
Own�r assumes zo responsibility for failure to show any or all
such structures and utilities on th� plans or to show them in
their exact location, It is mutually agreed that such failure
will not be considered sufficient basis for claims for
additional compensation fnr._ Ex.t.ra W.ork or for increasi;�g thz
pay quantities in any manner whatsoever, ualess an obstruction
encount�red is such as to necessitate changes in thz lines and
grades of cozsid�rable magnitude or requires the building of
special works, �rovision for which is not made in thz Contract
Documents, in which cas�•,the provision in t�iese Contract
Documents for Extra Work snall apply.
It shall be the Contractors responsibility to verify locations
of adjacent and/or conflicting utili�ies sufficiently in
advance of constructi�n in order that he may negotiate such
local adjustments as nec�ssary in the construction process to
provid� adequat� clearances. The Contractor shall take all
neces�ary precautions in order to protect all existing
utilities, structures and service lines. Verification of
existing utilities, structures and s�rvice lines shall include
notification of all utility companies at least forty eight
(48) hours in advance of constructi�n in�luding exploratory
excavation if necessary. A11 verificati�n of existing
utilities and their adjustment shall be considered as
su.bsidiary work.
C�-5.15 INTERRUPTION OF SERVICE:
a. Normal Prosecution: In the normal prosectuion of
work where thz int�rru�tion of service is nec�ssary,
the Contractor, at least 24 hours in advance, shall
be required to: _
1. Not•ify the Watzr Department's Distribution
Division as to location, time, and schedule of
service interruption.
C5-S (7)
2. Notify each customer personally through
responsible personn•el as to time and schedule
of the interruption of their service, or _
3. In the event that personal notification of a
customer cannot be made, a preoared tag form
shall be attached to the customer's entrance
door knob. The tag shall be durable in
composition, and in large bold type shall say;
"NOTICE"
Due to Utility Impr.ovement in
yo�sr neighborhood, your (water)
(sewer) service will be inter-
rupted on between
the hours of and .
This inconvenience will be as
short as possible.
Thank you,
Contractor
Address � Phone
b. Emergency: In the event that an unforeseen service
interruotion occurs, notice shall be as above,but
immedi3te.
C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: I=, through
acts or neglect on the part oF the Contractor, any other
Contractor or any sub-contractor shall suffer loss or dama�e
on the work, the Contractor agr�es to settle with such other
ConLractor or sub-contractor by agreement or arbitration. If
such other Contractor or sub-contrac�or shall assert any claim
against the Owner on account of any damage alleged to have
been sustained, the Owner will notify the Contr�ctor, who
shall indemnify and save harmless the Owner against any such
claim.
C5-5.17 CLEAN-UP: C1ean-up of surplus an3/or waste materials
accu:nulated on the jo� site during the prosecution o= the work
unde� these Contra�t Documents sha11 be accomolished in
�ce�ping with a daily routine established to the th�
sa�iszaction of the Enaineer. Twenty-fours iours after
:�liltt.�C1 C1O�1C� 1� ''� t,'e� �O t�';� COC1�rZCtOi �.;�� tn� ci 2an-up OLl
the jo� si~_= is �roce�3inc � n � r��?nne= ��:�sati==ac�or�• to tne
Enc�ir.eer; i� the Contractor tails to cor=ect the
C�-5 (8)
unsatisfactory procedure, the City nay take such direct action
as the Engine�r deems appropriate to correct the clean-up
deficiencies citzd to the Contractor in the written notice,
and the costs of such direct action, plus 25€ of such costs,
shall be deducted from monies due or to becone due�to the
Contractor.
Upon the completion of the project as a whole 35 c��°ere3 by
these Contract Documents, and b�fore final acceptance and
final paym�m-t will be �a3e, the Contractor shall clean.an3
remove from the site of the oroject all surplus and discarded
materials, temporary structures, and debris of every kind. He
shall leave the site of all work in a neat and orderly
condition equal to that wnich origit�ally existed. Surplus and
wa5te mat�rials removed from the site �f the work shall be
disposed of at locations satisfactory to the Engineer. Tne
Contract�r s;�atl thoroughly cle.an .a11 equipment and materials
installed by him and shall 3�1iv�r over such materials and
equipment in a bright, clean, polished and n�w appearing
condition. No extra comp�nsation will be made to the
Contractor for any clean-up required on the project.
� C5-5.18 FINAL INSPECTION: Whenev�r the work provided for in
�' and contemolated und�r the Con�ract Documents has been
satisfactorily completed and final cleanup performe3, the
�� Engineer will notify tne proper officials of the Owner and
� requ�st that the Final inspection be ma3e. Such inspection
� will be made within 10 days after such notification. After
� such final inspecti�n, if the wor;c and mat�rials and equipment
� are found satisfactory, the Contractor will be notified in
M writing of the acceptance of the same after the proper
i resol�ition has been passed by the City Council. No tim�
� charge will be made against the Contractor between said date
a of notification of the En.gineer and the date of final
�_ inspection of the work.
�
k
�
�
M
C�-5 (9)
PART C - GENERAL CONDITIONS
C6-6 LEGAL RELATIO�S A�D PUBLIC
RESPONSIBILITY
SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times
observe and comply with all Federal and State Laws and City
ordinances and regulations which in any way affect the conduct
oP the work or his operations, and shall observe and comply
with all orders, laws, ordinances and regulations which exist
or which may be enacted later by bodies having jurisdiction or
authority for such enactment. No plea of misunderstanding or
ignorance thereof will be considered. The Contractor and his
Sureties shall indemnify an3 save harmless the City and all of
its officers, agents, and employees against any and all claims
or liability arising from or based on the violation of any
such law, ordinance, regulation, or order, whether it be by
himself or his employees.
C6-6.2 PERMITS AND LICENSES: Tne Contractor shall procure all
permits and licenses, pay all charges, costs and fees, and
give all notices necessary and incident to the due and lawful
prosecution of the work.
C6-6.3 PATENTED DEVICES, MATERIALS AND PROCESSES: If the
Contractor is required or desires to use any design, device,
material, or process covered by letter, patent, or copyright,
he shall provide for such use by suitable legal agreement with
the patentee or owner of such patent, letter, or copyrighted
design. It is mutually agreed and understood that without
exception the contract prices shall include all royalties or
cost arising from patents, trad�-marks, and copy rights in any
way involved in the work. The Contractor and his sureties
sha11 indemnify and save harmless the Owner from any and all
claims for infringement by reason of the use oi any such
patented design, device, material or process, or any
trade-nark or copy right in connection with the work agreed to
be performed under these Contract Documents, and shall
indemnify the Owner for any cost, expense, or damage which it
may be obliged to pay by reason of such infringement at any
time during the prosecution of the work or after completion of
the work, provided, however, that the Owner will assume the
responsibility to defend any and all suits brought for the
infringem'nt of any patent claim�d to be infringed upon by the
design, type of construction or material or equipment
specified in tne Contract Documents furnished the Contractor
by the Owner, and to hold thz Contractor harml�ss on account
of such suits.
C6-6 (1)
C6-6.4 SANITARY PROVISIONS: The Contractor sha11 establish
and enforce among his employees such regulations in reg.ard to
cleanliness and disposal of garbage an3 waste as
prevent the inception and spread of infectious o
diseases and to effectively prevent the creation
about the work on any property either public or
such regulations as are required by Law shall
immediate force and effect by the Contractor. T
sanitary conveniences for use of laborers o
properly secluded from public observatio
constructed and maintained by the Contractor a
shall be strictly enforced by the Contractor
facilities shall be kept in a clean and sanita
free from o'ojectionable odors so as not to cause
All sanitary laws and regulatians of t�he State
the City shall be strictly complied with.
will tend to
r contagious
of a nuisance
private, and
be put into
he necessary
n the work,
n, shall be
nd their use
. All such
ry condition,
a nuisance.
of Texas and
C6-6.5 PUBLIC SAFETY AND CONVENIENCE: riaterials or equipment
stored about the work shall be so placed and used, and the
work shall at all times'�be so cor.ducted, as to cause no
greater obstruction or inconvenience to the public than is
considered to be absolutely necessary by the Engineer. The
Contractor is required to maintain at all times a11 p:�ases of
his work in such a manner as not to impair the safety or
convenience of the public, including, but not limited t o, safe
and convenient ingress and egr�ss to property contiguous to
the work area. The Con�ractor shall make adequate provisions
to render reasonable ingress and egress for normal vehicular
traffic, except during actual trenching or pipe installation
operations, at all driveway crossings. Such provisions may
include bridging, placement of crushed s�one or gravel or such
other means of providing proper ingress and egress for the
proo�rty served by the driveway as the Engineer may approve as
aopropriate. Such other means may include the div�rsion of
drivzway traffic, wi�h specific approval r1 the Engineer. If
diversion of traffic is approve3 by tl�e Engine�r aL any
location, the Contractor shall make arrangements satisfactory
to the Engineer at any location, the Contractor shall make
arrange:�ents satisfactory to th� Engine�r for the diversion of
traffic, and sha11, at his own exo�nse, nrovide �11 materials
and perform all work necessary For the construction and
naintenance of roadways �nd bridges for such diversion of
traffic. Sidewalks must not be obstructed except by special
p�rmissior, of the Engineer.
The nat2?"ials excavaLed and the construction mat�rials such as
T�1D? llS�� 1i1 �.�'1� CO�lSt.rl'.CL10[: O� t.tl� WO'_'}C S:lcll .�'i� placed SO
ZS fi0� �.O E.^.Cci1C�� ��1� 4�0'_"� OT Dr��?:'.�`. Tr�� dCCZSS t0 Z11 flre
!1`'.^.Tci]t.c � _ i r� �1 �� ��jp}C�S � DO� 1C2 C? 1 � DOXeS � WcL�r � alves �
C6-6 (2) .�
gas valves, or manholes in the vicinity. Tne Ow:�er reserves
the right to remedy any neglect on the part of the Contractor
as regards to public convenience and safety whicll may come to
its attention, after twenty-four hours notice in wri.ting to
the Contractor, save in cases of emergency when it shall hav�
the right to remedy any neglect without notice, and in either
case, the cost of such work done or materials furr.ished by the
Owner or by the City shall be deducted from monies due or to
become due to the Contractor.
The Contractor, after approval of the Engineer, shall notify
the Fire Department� Headquarters, Traffic Engineer, and Police
Dzpartment, when any street or alley is re�uzsted to be close3
or obstructed or any fire hydrant is to be na3e inaccessible,
and, when so di�ected by the Engineer, shall keep any street,
streets, or highways in condition for unobstructe3 use by fire
apparatus. The Contractor shall promptly notify the Fire
Department Headauarters when all such obstructed streets,
alleys, or hydrants are again placed back in service.
�� Where the Contractor is required to construct temporary
bridges or make other arra�hgements for crossing over ditches
f or streams, his responsibility for accidents in connection
:�' with such crossings shall include the roadway approaches as
well as the structures of such crossings.
The Contractor shall at all times conduct his operation and
the use of construction machinery so as not to damage or
destroy trees and shrubs located in close proximity to or on
the site oi the work. Wher�ver any such damage r�ay be done,
the Contractor shall immediately satisfy all claims of
property owners, and no payment will be made by the Owner in
settlement of such claims. The Contractor shall file with the
Engineer a written statem�nt showing all such c1ai�,s a3justed.
C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, FLLEYS, AND
RIGHT-OF-WAY: For tne performance of the contract, the
Contractor will be permitted to use and occupy such portions
of the public streets and alleys, or other public places or
other rights-of-way as provided for in th� ordinances of the
City, as �f�own in ttie Contract Documents, or as may be
specifically authorized in writing by the Engineer. A
reasonable amount of tools, matprials, and equipment for
construc tion purposes may be stored in such space, but no more
than is necessary to avoid delay in the construction
ooerations. Excavated and waste ma�erials sha11 be piled or
stack�d in such a way as not to interfere with the use of
spaces tha� may be designated to be left free and unobstructed
and so as n�� to incon�e:,ience occu�an�s o� a3jac�-:� property.
IL the s�_ ��� is o�cuoied b�' '_"d114i3V �racks, th_ w�r�c sha11 be
C6-6 (3)
carried on in such manner as not to interfere with the
operation of trains, loading or unloading of cars, etc. Other
contractors of the Owner may, for all purposes required._by the
contract, enter upo� the work and premises used by the
Contractor and shall be provided all reasonable facilities and
assistance for the completion of adjoining work. Any
additional grounds desired by the Contractor for his use sha11
be provided by him at his own cost and expense.
C6-6.7 RAILWAY CROSSINGS: When tne work encroaches upon any
right-of-way of any railway, the City will secure the
necessary easzment for the work. Where the railway tracks are
to be crossed, the Contractor shall observe all the
regulations and. instructions of the railway company as to the
methods of performing the work and take all precautions for
safety of property and the public. Negotiations with the
railway companies for permits shall be done by and through the
City. The Con�ractor shall give the City notice not less than
five days prior to the time of his intentions to begin work on
that portion of the project which is related to the railway
properties. The Contrac�tor will not be given extra or
additional compensation for such railway crossings unless
specifically set forth in the Contract Documents.
C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the wor� is
carried on ir, or adjacent to any street, alley, or public
place, the Contractor shall at his own expense furnish, erect,
and maintain such barricades, fences, lights and danger
signals, shall provide such watchmen, and shall take a11 such
other precautionary measures for the protection of persons or
nroperty and of the work as ara necessary. Barricades and
fences shall be painted in a color that wi11 be visible at
night. From sunset to sunrise the Contractor sh�11 furnish
and maintain at least one easily visible burning l�cnt a t each
barricade. A sufficient number of barricades sha11 be erected
and maintained to keep pedestrians away from, and vehicles
from being driven on or into, any work under construction or
being rr�aintained. The Con�ractor sha11 furnis� watchmen and
keep then at their respective assignments in sufficient
numbers to protect the work and pr�vent accident or camage.
Al1 installations and procedures sha11 be consistent with the
_ provisions se� Forth in the "19�80 Texas Manual on Uniform
Traffic Control Devices for Streets and Highways" issued under
the authority of the "State of Texas Uniforr� Act ?egulating
TraFfic on i-iighways", codified as Articl� 6701d V�ron's Civil
�t3t.11��5� p?L'�1nen� SeC�`.10715 DelI1Q Section 1`705, 2% � 29 � 3Q �nd
��
J � •
�6-6 (4)
The Contractor will not remove any regulatory sign,
instructional sign, street name sign, or other sign which has
been erected by the City. If it is determined that a sign
must be removed to permit required construction, the
Contractor shall contact the Transportation and Public Works
department, Signs and Markings Division (phone number
8780-8075>, to remove the sign. In the case of regulatory
signs, the Contractor must replace the permanent sign with a
temporary sign meeting the requirements of the above
referenczd manual and such temoorary sign must be.installed
prior to the removal of the permanent sign. If th� tem�orary
sign is not installed correctly or if it does no� meet the
required specifications, the permanent sign shall b� left in
place until the temporary sign requirements are met. When
construction work is completed to the extent that the
permanent sign can b� re-installed, the Contractor shall again
contact the Signs and Markings Division to re-install the
permanent sign and shall leave his temporary sign in place
until such re-installation is completed.
Tne Contractor will be held r�soonsible for all danage to the
work or the public due to failure of. barricades, signs,
fences, lights, or watchmen to protect them. Whenev�r
evidence is found of such damage to the work the Engineer may
order the damaged portion immediately remove3 and rzplaced by
the Contractor at the Contractor's own expense. The
Contractor's responsibility for the maintenance of barricades,
signs, fences and lights, and for oroviding watchmen shall not
cease until the project shall hav2 been completed a�►d accepted
by the Owner.
No compensation, except as specifically provided in these
Contract Documents, will be paid to the Contractor for the
work and materials involved in the constructing, oroviding,
and maintaining of barricades, signs, fences, and lights or
for salaries of watchmen, for the subsequent removal and
disposal of such barricades, signs, or for any other
incidentals necessary for the proper protection, safety, and
convenience of the public during the contract period, as this
work is consider?d to be subsidiary to the several items for
which unit or lunp sum prices are requested in the Proposal.
�6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC,: Should the
Contract�r elect to-use explosives, drop weight, etc., in the
prosecution of the work, the utmost care shall be exercised at
a11 times so as not to endanger life or property. The
Contractor sha11 notify the proper representativ� of any
public service corporation, any company, individual, or
utility, ar.d the Ow�er, not less than twenty-four hours in
C6-6 (5)
advance of the use of any activity which might damage or
endanger their or his property along or adjacent to the work.
where the use of explosives is to be permitted on the p�roject,
as specified in the Special Contract Documents, or the use of
explosives is requested, the Contractor shall submit notice to
the Engineer in writing twenty-four hours prior to commencing
and shall furnish evidence that he has insurance coveraae to
protect against any damages and/or injuries arisir.a out oP
such use o€ explosiv�s.
�
Al1 claims arising out of the use oF explosives shall be
investigated and a written report made by the Contractor's
insurers to the Engineer within ten (10) days after receipt of
written notice of the claim to the Contractor from eitner the
City or the claimant. The City shall proceed to give notice
to the Contractor of any such claim. The use of explosives
may be suspended by the Engineer if any complaint is received
and such use shall not be resumed until the cause of the
complaint has been addressed.
Whenever ex�losives are stored or kept, they shall be stored
in a safe and secure manner and all storage ulaces sha�ll be
plainly marked "DANGEROUS EXPLOSIVES" and shall be under the- �
care of a competent watchman at all times. All vehicles in
which explosives arz being transported shall be plainly marked
as mentioned above and shall, insofar as possible, not use
heavy traFfic routes.
C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over,
through, or into private property, the Owner will provi3e such
right-of-way or easement privileges as the City may deem
necessary for the prosecution of the work. Any additional
rights-of-way or work arza considered necessary by the
Contractor shall be provided by him at his own expe�se. Such
addi�ional rights-of-way or work area shall bA acquired for
the ben�fit of the City. The City shall be no�ified in
writing as to the rights so acquired before work becins in the �y
affecte3 area. Tne Contractor shall not enter u�on private .
property for any purpose without having previou=ly obtained
permission fro� the owner of such property. The Contractor
will not be allowed to store equipmznt or material cn private
property unless and until the specified approval of the
property owner has been secured in writing by the Contractor
and a copy furnished to the Engineer. Unless specifically
provided otherwise, the Cor.tractor shall clear all
rignt=-of-way or easements o� obstructions whic� must be
rec�oved to mzke possible prooer prosecution of �h� work as a
o=_rt of the project construction o�erations. Tne Contractor
Siic� � �� I"2SD0I'�S! �le i0i �.l'1� Dr25E?� Vc�lOil OL �cCl: S;lZll ll52
C6-6 � 5 � �y
every precaution to prevent damage to all trees, shrubbery,
plants, lawns, fences, culverts, curbing, and all other types
of structures or improvements, to all water, sewer, and gas
lines, to a11 conduits, overhead pole lines, or appurtenances
thereof, including the construction of tenporary fences, and
to all otner public or private property along adjacent to the
wor�.
The Contractor shall notify the proper representatives of
owners or occupants of public or private lands or interest in
lands which might be affected by the work. Such notice shall
be made at least 48 hours in advazce oE the beginning of the
w ork. Notices shall be ap�licable to bo�h public and private
utility companies or any corporation, company, individual, or
other, either as owners or occupants, whose land or interest
in land might affected by the work. The Contractor shall be
responsible for all damage or injury to property of any
character resulting from any act, omission, neglect, or
misconduct in thz manner or method or execution of the work,
or at any time dua to defective work, material, or equipment.
khen and where any direct�or indirect or injury is done to
public or private property on account oF any act, omission,
neglect, �r misconduct in the execution of the work, or in
consequence of tY�e non-execution thereof on the part of the
Contractor, he shall restore or have restored at his own cost
and expense such property to a condi:ion at least equal to
that existing before such damage or injury was done, by
repairing, rebuilding, or otherwise replacing and restoring as
may b� directed by the Owner, or he shall make good such
damages or injury in a manner acceptable to the owner of the
property and tlie Engineer.
Al1 fenezs encountered and removed during construction oF
this project shall b� restored to the original or a better
than original condition upon completion of this project.
When wire fencing, Pither wire m2sh or barbed wire is to be
crossed, the Contractor shall set cross braced posts on
either side of D�rnanent easement before the fence is cut,
Should additional fence cuts be necessary, the Contractor
sha11 provide cross braced posts at point of the proposed
cut in addi�ion to the cross braced posts provid�d at the
permanent easements limits, before the fence is cut.
Ter,iporary fencing shs11 bz erected in place of the fencing
re:noved whenever th� work is not in progress and when the
sit� is vacated overnight, and/or at all times to prevent
li�estock fro:n entering the construction area. The cost for
� e:,ce renoc al, tem�orary closures and replacem�nt sha11 be
subsidiary to the various items bid in the project
C6-6 (7)
proposal. Therefore, no separzte payment sha11 be allowed
for any service associated with this wor�.
In case of failure on the part of the Contractor to restore
such property to make good such damage or injury, the Owner
may, upon 48 hour written notice under ordinary circumstances,
and without notice when a nuisance or hazardous condition
results, proceed t�o repair, rebuild, or otherwise restore such
property as may be determined by the Owner to be necessary,
and the cost thereby will be deducted from any monies due or
to become due to the Contractor under this Contract.
C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agr2ed
by the partie� fi�reto that Contractor shall perform all work
and services h�reunder as an in3ependent contractor, and not
as an officer, agent, servant or.emoloyee of the Owner.
Contr3ctor shall have exclusive control of and the exclusive
right to control the details of all the work and services
performed hereunder, and all person� performing same, and
shall be solely responsible for the acts and omissions �f its
officers, agents, servants, Pmployees, contractors,
subcontractors, licensees and invitees. The doctrine of
respondeat superior shall not apply as betwzen Owner and
Contractor, its officers, agents, employees, contractors and
su'ocontractors, and nothing her�in shall be construed as
creating a partn�rship or joint enterprise b�tween Owner and
Contractor, .
C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS:
Contractor covenants and agrees to, and does hereby indemnify,
hold harmless and defend Owner, its officers, agents,
servants, and em�loyees fro� and against any an a11 claims or
suits for property damagd or loss and/or oersoraal injury,
incluc3ing death, to any and aIl p�rsons, of whatsoev�r kind or
character, whether rzal o.r asserted, arisi�g out of or in
connection with, directly or indirectly, the work and services
to-be oerformed hereunder by Contractor, its officers, agents,
e:noloyees, contractors, subcontractors, licensees o� invitees,
whether or not caused, in whole or in part, by alleged
ne:�ligence on th� part of officers, agents, s�rvants,
en?loyees, contractors, subcontractors, licensees and invitees
of th? Owner; and said Contractor does hereby covenant and
- agree to a=sume a11 liability and responsibility o� Owner, its
otficers agents, servants and em�l�y�es for propertv damage or
1oss, and/or personal injuries, includi-�g cieath, `o any and
all persons or wnatsoe�er kind or charact�r, wheth�r real or
asserted, arising out of or in connection with, dir�ctly or
;r:cire�tly, �he work and s=rvices to oe performed �ereunder by
�.ontractor, its ofLicers, acents e.�,�loye�s, co;:�ractors,
Sl1tiJC0'l�rdCtO�S� ZiC�i15c^�S �I1Q in�-itees� Wt�c��';�r Or IiOt CZ1SeC1�
C6-6 (C)
� in whole or in part, by alleged negligence of officers,
� agents, servants, employees, contractors, subcontractors,
� licensees or invitees of the Owner. Contractor likewise
covenants and agrees to, and does hereby, indemnify and hold
� harmless Owner from and against any and all injuries,loss or
� damages to property of the Owner during the performance of any
of the terms and conditions of this Contract, whe�her arisin�
� out of or in connection with or resulting from, in whole or in
� part, any and all alleged acts or omissions of officers,
agents, servants, employees, contractors, subcontractors,
�� licenses, or invitees of the Owner.
� In the event a written claim for damages against the
( contractor or its subcontractors remains unsettled at th e time
�' all work on the project has been completed to the satisfaction
of the Director of the Water Department, as evidenced by a
( final inspection, final payment to the Contractor shall not be
�` recommended by the Director of the Water De�artment for a
period of 30 days after the date of such final inspection,
( unless the Contractor shall submit written evidence
(� satisfactory to the Director that the claim has been szttled
and a release has been obtained from the claimant involved.
�' If the claim concerned remains unsettled as of the expiration
of the above 3�-day perio3, the Contractor may be deemed to be
{ entitled to a semi-final paym�nt for work completed, such
�` semi-final payment to be in an amount equal to the total
� dollar amount then due less the dollar value of any written
( claims pending against the Contractor arising out of the
� performance of such work, and such semi-final paym�nt may then
�, be recomm?nded by the Director.
�
( The Director shall not recommend final paym�nt to a Contractor
i against whom such a claim for damag�s is outstanding for a
1_ period of six months following the date of the acceptance of
f the w�rk p�rformed unless the Contractor submits evidence in
,� wri�ting satisfactory to the Director that:
� 1. The claim has been settled and a release has been
r obtained from the claimant involved, or
�
� 2. Good iaith efforts hav� been made to settle such
outstanding claims, and such good faith efforts
�� have failed.
�
� If condition (1) a�ove is met at any tima within the six month
, period, the Director shall recommend that the final payment to
( the Contractor be r�ade, I� condition (2) above is met at any
� tim' within the six mon�h p�riod, the Director r,.ay recommend
, that the final pzyr�ent to the Contractor be r.=de. At the
C6-6 (9)
expiration of the six month period the Director may recommend
that final payment be made if all other work has been
performed and all other obligations of the Contractor have
been net to the satisfaction of the Director.
The Director may, if he deems it appropriate, refuse to accept
bids on other Watar Department Contract work from a Contractor
against whom a claim for damages is outstanding as a result of
work performed under a City contract.
C6-6.13 COh'TRACTOR'S CLAIM FOR DAbiAGES: Should the Contractor
claim conpensation for any alleged damage by reason of the
acts or omissions of the Owner, he shall within three days
after the actual sustaining of such alleged damage, make a
written statement to the Engineer, settin� out in detail th�
natu�e.o£ the �lleged damage, an� an or before the 25th day of
the month succeeding that in which any such damage is claimed
to have been sustained, the Contractor shall file with the
Engineer an itemized statement of tne details and amount of
such a1leg�d damage and, uoon request, shall givP the Engineer
access to all books of account, receipts, vouchers, bills of
lading, and other books or pap�rs containing any evidence as
to the amount of such all2ged damage. Unless sucli statements
shall be file3 as hereinabove required, the Contractor's claim
for compensation shall be waiv?d, and he shall not be entitled
to pay�ent on account of such damages.
C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.:
In case it is necessary to change, move, or alt�r in any
manner the property of a public utility or others, the said
property sh�ll not be moved or int2rfered with until orders
thereupon have been issuPd by the Engineer. The right is
reserv=d to the owners of public utilities to enter the
geographical limits of the Contract for the purpose of making
such changes or repairs to.their prooerty that may be
necessary by the pe=formance of this contr�ct.
C6-6.15 TEbiPOnARY SEWER AND DRAIN CONNECTIONS: Whc� existing
sewzr �ines hzvz to be taken up or removed, the Contractor
shall, at his own expense and cost, �rovide and maintai.n
tem�orarY outlets and connections for all private nr oublic
drair.s and sewers. Tne Contractor shall also take care of all
_ s�wag� and drainage which will be re�eive3 fron these drains
�nd =ewers, and for this puroose he shall provide and
��aintain, at his own cost and expensA, adeauate pumping
facil�ties and `em�orary outlets or div�rsior.s.
^he Con�rzctor, at his own cost and ex�ens�, snall construct
suc'.-; ..=ouchs, oipes, or oth�r �tructLres necessa-v, and be
prepz��dra� a11 tines �o dis�ose o* drai�age �nd sewage
C6-6 (10)
(
{ receive3 from these temporary connections until such times as
( the permanent connections are built and are in service. The
� existing sewers and connections shall be kept in service and
, rnaintained under the Contract, except when specif.ied or
( ordered to be abandoned by the Engineer. Al1 water, sewa�e,
� and other waste shall be disposed of in a satisfactory manner
so that no nuisance is created and so that the work under
( construction will be adequately protected.
C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE
CITY: When the Contractor desires to use City water in
connection with any construction work, he shall make complete
and satisfactory arrangements with the Fort Worth City Water
Depart�nent for so doing.
City water furnished to the Contractor shall be delivered to
the Contractor from a connection on an existing City main.
Al1 piping re�uired beyond th� point oE delivery shall be
installed by the Contractor at his own expense.
The Contractor's responsibility in the use of all existing
fire hydrant and/or valves�. is detailed in Section E2-1.2 USE
OF FIRE HYDRANTS AND VALVES in these General Contract
Documents.
When meters are used to measure the water, the charges, if
any, for water wi11 be at the regular establishe3 rates. When
meters are not used, the charges, if any, will be as
prescribed by the City Ordinance, or where no ordinance
applies, payment shall be made on estimates and rates
established by the Director of the Fort Worth Water
Department. "
C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: �rhenever, in
the opinion of the Engineer, any section or por�ion of the
work or any structure is in suitable condition, it may be put
in�o use upon the written order of the Engineer, and such
usage shall not be held to be in any way an acceptance of said
work or structure or any part thereof or as a waiver of any of
the procisions of these Contract Documents. Al1 necessary
repairs and removals of any section of the work so put into
use, due to defective rnaterials or workmanship, equipment, or
to deficient operations on the part of the Contractor, shall
be performe3 by the-Contractor at his own expensz.
C6-6.18 CONTRACTOR'S P.ESPONSIBILITY FOR THE F;ORK: Until
written acceptance by the Owner as provided fo� in these
Contract Documents, the work shall be under the charge and
care of th� Contractor, and he shall take everv necessary
precaution to preve�t injury or damag� to the work or any part
C6-6 (11>
thereof by action of the elements or from any cause
whatsoever, whether arising from the execution or nonexecution
of the work.� The Contractor shall rebuild, repair, restore,
and make good at his own expense all injuries or damage to any
portion of the work occasioned by any of the hereinabove
causes.
C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer
or any order by the Owner by payment of money or any payment
for or acceptance of any work, or any extension of time, or
any possession taken by the City shall not operate as a waiver
of any provision of the Contract Documents. Any waiver of any
breach or Contract shall not be held to be a waiver of any
other or subsequent breach.
The Owner reserves the right to corre�ct any error that may be
discovered in any estimate that may have been paid and to
adjust the same to meet the requirements of the Contract
Documents.
C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying
out the provisions of these Contract Documents or in
exereising any power of authority granted thereunder, there
shall be no liability upon the authorized representatives of
the �wner, either personally or otherwise as they are agents
and representatives of the City. �
C6-6.21 STATE SPS,ES TP.X: On a contract awarded by the City of
Fort Worth, an organization which qualifies for exemption
pursuant the provisions of P.rticle 20,04 (H) of the Texas
Limited Sales, excise, and Use Tax Act, tne Contractor may
purchase, rent or 1eas� all materials, supplies and equipment
used or consumed in the p2rformance of this contract by
issuing to his supplier an exemption certificate in lieu of
the tax, said exemption certificate to coinply with State
Comptroller's Ruling .007. Any such exemption certificate
issued by the Contractor in lieu of the tax sha11 b� subject
to an3 shall comoly with the provisions of State Comptroller's
Ruling .011, and any other apolicable State Conptroller
rulings pertaining to th� Texas Limited Sales, Excise, and Use
Tax Rct.
On a contract awarded by a developer for the construction of a
publicly-owned improvement in a street right-of-way or other
easement which has been dedicated to the public and the City
o� Fort riorth, an organization which qualifies for exemption
pursuant to the provisions of Article 20.04 (H) of the Texas
limited Sa1es, Excise, and Use Tax rct, the Cont:actor can
probably b,� exeTpt�d in the sa;r.� nanner st3t2d abov�.
C6-6 (12)
Limited Sale, Excise and Use Tax permits and information can
be obtained from:
Comptroller of Public Accounts
Sale Tax Division
Capitol Station
Austin, TX
C6-6 (13)
PART C - GENERAL COhDITIONS
C7-7 PROSECUTION AND PROGRESS
SECTZON C7-7 PROSECUTION AND PROGRESS:
` C7-7.1 SUBLETTING: The Contractor shall perform with his own
( organization, and with the assistance of workman under his
�� immediate superintendance, work of a value of not less than
fifty (50$) percent of the value embraced in the cor,tract. If
( the Contractor sublets any part of the work to be done under
' these Contract Documents, he will not under any circumstances
� be relieved of the responsibility and obligation assumed under
( these Contract Documents. Al1 transactions of the Engineer
� will be with the Contractor. Subcontractors will be
� considered only in the capacity of employees or workmen of th e
( Contractor and shall be subject to the same requirements as to
� character and competency. The Owner will not recognize any
,,, subcontractor on the work. The Contractor shall at all times,
( when the work is in operation, be represented either in person
� or by a superintendent or other designated representatives.
C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not
assign, transfer, sublet, convey, or otherwise dispose of th e
contract or his rights, title, or interest in or to the same
or any part thereof without the previous consent of the Owner
expressed by resolution of the City Council and concurred in
by the Sureties.
�" If the Contractor does, without such previous consent, assign,
transfer, sublet, convey, or otherwise dispose of the contrac t
tM or his right, title, or interest therein or any part thereof,
� to any person or persons, partnership, company, firm, or
corporation, or does by bankruptcy, voluntary or involuntary,
f or by assignment under the insolvency laws of any state,
�` attempt to dispose of the contract may, at the op�ion of the
Owner be revoked and annulled, unless the Sureties shall
�r successfully complete said contract, and in the event of any
f such revocation or annulnent, any monies due or to become due
° und�r or by virtue of said contract shall be retained by the
� Owner as liquidated damages for the reason that i� would be
( impracticable and extremely difficult to fix the actual
,�' damages. -
C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any
construction operation, the Contractor shall subr,.it to the
Engineer in five or more copies, if requested by the Engineer,
a progress schedule preferably in chart or diagran =orm, or a
brief ou�lining in detail and step by step the manner of
C7-7 (1)
prosecuting the work and ordering materials and equipment
which he expects to follow in order.to complete the project in
the scheduled time. There shall also be submitted a table of
estimated amounts to be earned by the Contractor during each
monthly estimate period.
Tne Contractor shall commence the work to be performed under
this contract within the time limit stated in these Contract
Documents and shall conduct the work in a continuous manner
and with sufficient equipment, materials, and labor as is
necessary to insure�its completion within the time limit,
The sequence requested of all construction operations shall be
at all times as specified in the Special Contract Documents.
Any deviation from scuh sequencing shall be submitted to the
Engineer for his approval. Contractor shall not proceed with
any deviation until he has rzceived written approval from the
Engineer. Such specification or approval by the Engineer
shall not relieve the Contractor from the full responsibility
of the complete performance of the Contract.
The contract time may be changed only as set forth in Section
C7-7.8 "Extension of Time of Completion" of this Agreement,
and a progress schedule shall not constitute a change in the
contract time.
C7-7.4 LIMITATIONS OF OPERATIONS: The working operations
shall at all times be conducted by the Contractor so as to
create a minimum amount of inconvenience to the public. At
any time when, in the judgment of the Engineer, the Contractor
has obstructed or closed or is carrying on operations in a.
portion of.a street or public way greater than is necessary
for the proper execution of the work, the Engineer may require
the Contractor to finish the section on which operations are
in progress before the work is commenced on any �dditional
section or street,
C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall
be used by the Contractor is available. The Contractor may
bring in from outside the City of Fort Worth his key men and
his sug�rintendent, All oth2r workmen, including equipment
operators, may be imported only after the local supply is
exhausted. T•he Contractor sha11 employ only such
superintendents, foremen, and workmen who are careful,
comp��ent, and fully Qualified to perform the duties or tasks
assigned to them, and the Engineer may d�mand and secure the
s�m�ary dismissal of any person or persons employed by the
Contractor ir. or about or on the work who, in the opinion of
the Owner., shall misconcuct himself or b� found to be
_:,cor.;�2tent, disres�ectful, intemoerat2, dishonest, or
C7-7 (2)
otherwise objectionable or neglectful in the proper
performance of his or their duties, or who neglects or refuses
to comply with or carry out the directions of the Owner, and
such person or persons shall not be employed again thereon
without written consent of the Engineer. _
All workmen shall have sufficient skill, ability, and
experience to properly perform the work as5igned to them and
operate an.y equipment necessary to properly carry out the
perfor��ance of the assigned duties.
T he Cor.tractor shall furnish and maintain on the work all such
equipment as is considered to be necessary for prosecution of
the work in an acceotable manner and at a satisfactory rate of
progress. A11 equipment, tools, and machinery used for
handling materials and executing any part of the work shall be
subject to the approval of the Engineer and shall be
maintained in a satisfactory, safe and efficient working
condition. Equipment on any portion of the work shall be such
that no injury to the work, workmen or adjacent property will
result from its use.
C7-7.6 WORK SCHEDULE: El.�apse3 working days shall be computed
starting with the first day of work completed as defined in
C1-1.23 "WORF:ING DAY" or the date stipulated in the "WORK
ORDER" for beginning work, whichever comes first.
N othing in th"ese Contract Documents shall be construed as
prohibiting the Contractor from working on Saturday, Sunday or
Legal Holidays, providing that the following requirements are
met: t
a. A request to work on a specific Saturday, Sunday or
Legal Holiday must be made to the Engineer no later
than the proceeding Thursday.
b. Any work to be done on the project on such a
specific Saturday, Sunday or Legal Holiday mL�t be,
in the opinion of the Engineer, essential to the
timely completion of the project.
The Engineer's decision shall be final in response to such a
request for approval to work on a specific Saturday, Sunday or
Legal Holiday, and no extra compensation shall be allowed to
the Contracto� for any work performed on such a specific
Saturday, Sunday or Legal :?oliday.
Calendar Davs shall be deFined in C1-1.2a and the Contractor
may work as he so desires.
C7-7 (3)
C7-7.7 TIME OF COM�ENCEMENT AND COMPLETION: The Contractor
shall commence the working operations within the timP
specified in the Contract Documents and set forth in the Work
Order. Failure to do so shall be considered by the Owner as
abandonment of the Contract by the Contractor and the Own�r
may proceed as he sees fit.
The Contractor shall maintain a rate of progress such as will
insure that the whole work will be performed and the premises
cleaned up in accordance with the Contract Documents and
within the time establishPd in such documents and such
extension of time as may be properly authorized by the Owner.
C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request
for an extension of time of completion shall be considered
only when the reguest for such extension is subnitted in
writing to the Engineer within seven days from and after the
time alleged cause of delay shall have occurred. Should an
extension of the time of completion be requested such request
will be forwarded to the City Council for approval .
In adjusting the contract time for completion of work,
consideration will be given to unforseeable causes beyond t he
control of and without the fault or negligence of the
Contractor, including but limited to acts of the public enemy,
acts of the Owner, fire; flood, tornadoes, epidemics,
quarantine restrictions, strikes, freight embargoes, or delays
of sub-contractors due to such causes.
When the dat� of completion is base3 on a calendar day bid, a
request for extension of time because of inclement weather
will not be considered. A request for extension of time due
to inability to obtain supplies and materials will be
considered only when a r2view of the Contractor's purchase
order dates and other per�inent data as requested by the
Engineer indicates that the Contractor has made a bonafide
attem�� to secure delivery on schedule. This shall include -
efforts Lo obcain the supplies and materials fron alternate
sources in case the first source cannot make deliver�.
If satisfactory execution and completion of the contract
should require worK and rnaterials in areater ar,�ounts or
auantities than those set forth in the approved Contract
Docunents, tnen the contract time may be increased by Change
Order,
C7-7.9 DEL�YS: Tne Contractor snall receive no co�gensation
to� c�lavs c_ !-:ir.d-ances to th� w�rk, exceot when cirect and
u:,avo=c�b1� extra cost to the Con�ractor is ca�=_ed bv the
izl�ll:2 OL tne C'_tV t0 �TO�''_G� '_f;�0<<:�?�.10f1 Or �:��cZ131� l�
C%- % � -"� )
t
(
any, which is to be furnished by the City. When such extra
comp�nsation is claimed a written statement thereof shall be
presented by the Contractor to the Engineer and if by him
found correct shall be approved and reFerred by him to the
Council for final approval or disapproval; and the�action
thereon by the Council shall b� final and binding. If delay
is caused by specific orders given by the Engineers to stop
work, or by the performance of extra work, or by the failure
of the City to provide material or necessary instructions for
carrying on the work, then such delay will entitle the
Contractor to an equivalent extension of time, his application
for which shall, however, be subject to the approval of the
City Council; and 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 un�il
the discharge of the contract.
C7-7.10 TIME OF COMPLETION: The time of completion is an
essential element of the contract. Each bidd�r shall indicate
in the appropriate place on the last page of the Proposal the
number of working days or calendar days that he will require
t o fully complete this contract or the tim� of completion will
be specified by the City in the Proposal section of the
contract documents.
The number of days
the time required to
contract being bid
successful bidder
completion specified
indicated shall be a realistic estimate of
complete the work covered by the specific
upon. The amount of time so stated by the
or the City will become the time of
in the Contract Documents.
�' For each calendar day that
after th2 time specified in
� increased time granted by
� increased by additional work
( contract is signed, the sun
schedule, unless otherwise
( Contract Documents, will
Contractor, not
suffered by the
any work shall remain uncompleted
the Contract Documents, or the
the Owner, or as automatically
or materials ordered after the
� per day given in the following
specified in other parts of the
be deducted from monies due the
as a penalty, but as liquidated
Owner.
AMOUNT OF CONTRACT
- Less than $ 5,000
$ 5,001 to $ 15,000
$ 15,001 to $ 25,000
$ 2�,001 to $ 50,000
� 50,001 to $ 100,000
$ 100,001 Lo S 500,000
C7-7 (�)
inclusive $
inclusive S
inclusive $
inclusive S
inclusiv� S
inclusive S
dar.,ages
35.00
45.00
63.00
105.00
154.00
210.00
$ 500,001 to $1,000,000 inclusive $ 315.00
$1,000,001 to $2,000,000 inclusive $ 420.00
$2,000,001 and over S 630.00
The parties hereto understand and agree that any harm to the
City caused by the Contractor's delay in completing the work
h ereunder in the time soecified by the Contract Documents
would be incapable or very difficult of accurate estimation,
and that the�"Amount of Liquidated Damages Per Day", as set
out above, is a reasonable forecast of just compensation due
the City for harm caused by any delay.
C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall
suspend operations on such part or parts of the work ordered
by any court, and will not be entitled to additional
compensation by virtue of such court order. Neither will he
be liable to the City in the event the work is suspended by a
Court Order. Neither will the Owner be liable to the
Contractor by virtue of any Court Order or action for which
the Owner is not solely responsible.
C7-7.12 TEMPORARY SUSPENSION: The Owner shall have th2 right
to s�spend the work operation wholly or in part for such
period or periods of time as he may deem necessary due to
unsuitable weather conditions or any other unfavorable
c onditions which in the opinion of the Owner or Engineer cause
further prosecution of the work to be unsatisfactory or
detrimental to the interest of the project. Durina temporary
suspension of work covered by this contract, for any reason,
the Owner will make no extra payment for stand-by time of
construction eguipment and/or construction crews.
If it should become necessary to suspend work for an
indefinite period, the Contractor shall store�all materials in
such manner that they will not obstruct or impede the public
unnecessarily nor become damaged in any way, and he shall take
every precaution to prevent damage or deterioration of the
work perform=d; he shall provide suitable drainage about the
work, and erect temporary structures where necessary.
Should the Contractor not b� ablz to complete a portion of the
project due to causes beyond the control of and without the
fault or negligence of the Contractor as set forth in
Paragraph C7-7.8 EXTENSION OF THE 'I'IME OF COMPLEiION, and
should it be determined by mutual consent of the Contractor
2nd the Engineer that a solution to allow cons�rLction to
proceed is no� available within a reasonable perioc of time,
then tne Co�tractor na� b� rzimbursed for the cost of moving
his ecui�r.ent oLr the job and rzturning the ::ecessary
e�ui�r,�`nt to t'�� jo5 when i� is a��ernined by th� Engineer
C7�7 (6)
that construction may be resumed. Such reimbursement shall be
based on actual cost to the Contractor of moving the equipment
and no profit will be allowed.
No reimbursement sha11 be allowed if the equipment is moved to
another construction project for the City of Fort Worth.
The Contractor sha11 not suspend
from the Engineer and shall procee
promptly wh.en notified by th
op�rations.
wor k without written notice
d with the work operations
e Engineer to so resume
C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY:
Whanever, b�cause of National Emergency, so declared by the
President o� the United States or other lawful authority, it
becomes impossible for the Contractor to obtain all of the
necessary labor, materials, and equipment for the prosecution
of the work with reasonable continuity for a period of two
months, the Contractor shall within seven days notify the City
in writing, giving a detailed statement of the efforts which
have been made and listing all necessary items of labor,
materials, and equipment not ob�ainable. If, after
investigations, the Owne� finds that such conditions existing
and that the inability of the Contractor to proceed is not
attributable in whole or ir part to the fault or neglect of
the Contract, then if the Owner cannot after reasonable effort
assist the Contractor in procuring and making available the
necessary labor, materials and equipment within thirty days,
the Contractor may request the Owner to terminate the contract
and thz Ownzr nay comply with the request, and the termination
shall be conditioned and based upon a final settlement
nutually acceptable to both the Owner and the Contractor and
final payment shall be r„ade in accordance with the terms of
the agreed settlement, which shall include, but not be limited
to, the payment for all work executed but no anticipated
profits on work which has not been perforn�d.
C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF
CONTRACT: The work operations on all or any portion or
section of the work under Contract shall be suspended
immediately on written order of the Engineer or the Contract
r�ay b� declared cancelle3 by the City Council for any good an3
suLficient cause. The following, by way of example, but not
of limitation, may be considered grounds for suspension or
cancellation: -
a. Failure of the Contractor to commence work
operations within the time specified in the Work
Order issued by the Owner.
C7-7 (7)
�
c.
�
Substantial evidence that progress of the work
operations by Contractor is insufficient to
complete the work within the specified time.
Failure of the Contractor to provide and maintain
sufficient labor and equipment to properly execute
the working operations.
Substantial evidence that the Contractor has
abandoned the work.
e. Substantial evidence that the Contractor has become
insolvent or bankrupt, or otherwise financially
unable to carry on the work satisfactorily.
f. Failure on the part of the Contractor to observe
any requir�ments of the Contract Documents or to
comply with any orders given by the Engineer or
Owner provided for in these Contract Documents.
g. Failure of the•Contractor promptly to make good any
defect in materials or workmanship, or any defects
of any nature the correction of which has been
directed in writing by the Engin�er or the Owner.
h. Substantial
of illegally
fraud on the
contract.
evidence of collusion for the purpose
procuring a contract or perpetrating
City in th� construction of work under
i. A substantial indication that the Contractor has
made an unauthorized assignment of the contract or
any funds due therefrom for the benefit of any
creditor or for any oth�r purpose.
7-
k.
If the Contractor shall for any cause whatsoever
not carry on the working operation in an acceptable
r�anner.-
If the Contractor commences legal action against
the Owner.
A cooy of the suspension order or action of the City Council
shall be served on the Contractor's Sureties. F;hen work is
susnended for any cause or causes, or when the contract is
cancelled, the Contractor shall discontinue the work or such
part thereof as the Owner shall designate, whereupon the
Sur2ties ma�•, at t!�eir og�ion, assume the contract or that
Dortioa th�r=o� w�:icn tne Owner hzs ordered the Co-:tractor to
disccn�inue, an� r.:��,• �erEoYm the sa„�e o� may, with �na written
C7-7 (8)
consent of the Owner, sublet the work or that portion of the
work as taken over, provided however, that the Sureties shall
exercise their option, if at all, within two weeks after the
written notice to discontinue the work has been served upon
the Contractor and upon the Sureties or their authorized
agents. The Sureties, in such event shall assume the
Contractor's place in all respects, and shall be paid by the
Owner for all work performed by them in accordance witr the
terms of the Contract Documents. All monies remaining due the
Contractor at th� time of this default shall thereupor. becom�
due and payable to the Sureties as the work progresses,
subject to all of t�e terms of the Contract Docum�nts.
In case the Sureties do not, withih the hereinabove specified
time, exercise their right and option to assume the contract
responsibilities, or that portion thereof which the Owner has
ordered by the Contractor to discontinue, then the Owner shall
have the power to complete, by contract or otherwise, as it
nay determine, th� work herein described or such part thereof
as it may deem necessary, and the Contractor hereto agrees
that the Owner shall have th� right to take possession of and
use any materials, plants, tools, eq:iipment, supplies, and
property of any kind provided by the Contractor for the
purpose of carrying on the work and to procure other tools,
equipment, naterials, labor and property for the completion of
the work, and to charge to the account of the Contractor of
said contract expense for labor, materials, tools, equipment,
and all expenses incidental thereto. The e�:pense so charged
shall be deducted by the Ownzr from such monies as may be d ue
or may b�come due at any time thereafter to the Contractor
under and by virtue of the Contract or any part thereof . The
Owner shz11 not be required to obtain the lowest bid for the
work completing the contract, but the expense to be deducted
shall be th� actual cost of the owner of such wor�.
In case such ex��nses shall exceed the amount which would have
been payable under the Contract if the sam� had been comple t ed
by the Contractor, then the Contractor and his Sureties shall
pay the amount of such excess to the City on notice from the
O wner of the excess due. When any particular part of the work
is being carried on by the Own�r by contract or otherwise
under the orovisions of this section, the Contractor shall
continue �he re,�ainder of the work in conformity with the
terms of �he Contract Docum�nts and in such a manner as to not
hinder or interfere with performance of the work by the Owner.
C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be
consid�red as having been fulf illed, save 25 provided in any
bond or bo:�ds or by law, when all the work and all sections or
P3'_"tS O� �C':�? D=Oj?^t Covere� b}' ��'l� C0:1�rcCt L7�^'_::'.�?;ltS t7�V'�
C7-7 (9>
been finished and completed, the final inspection made by the
Engineer, and the final acceptance and final payment made by
the Owner. .
C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER:
A. NOTICE OF TERMINATION: The performance of the work
under this contract may be terminated by the Owner
in whole, vr from time to time in pert, in
accord�nce with this section, whenever the Owner
shall determine that such termination is in the
best interest of the Owner. Any such termination
shall be effected by mailing a notice of
termination to the Contractor specifying the extent
to which perf ormance of work under the contract is
terminated, an3 the date upon which such
termination becomes effective. Receipt of the
notice shall be deemed conclusively presumed and
established when the letter is placed in the United
States Mail by..the Owner. Further, it shall be
deemed conclusively presumed and established that
such termination is made with just cause as therein
stated; and no proof in any claim, demand or suit
shall be required of the Owner regarding such
discretionary action.
B. CONTRACTOR ACTION: After receipt of a notice of
termination, and except as otherwise di�rected by
the Engineer, the Contractor shall:
l. Stop work under the contract on the date and
to the extent specifie� in the notice of
termination;
2, place no further orders or subcontracts for
materials, services or facilities except as
may be necessary for completion of such
portion of the work under the contract as is
not termin�.ted;
3. terminate all orders and subcontracts to the
extent that they relate to the performance of
work terminated by the notice of termination;
�. transfer title to the Owner and
the nanner, at the times, and to
if anti�, dir�cted by the Engine�r:
C7-7 (10)
deliver in
the extent,
5.
a. the fabricated or unfabricated parts,
work in process, completed work,
supplies and other material produced as
a part of, or acquired in connection
with the performance of, th�e work
terminated by the notice of
termination; and
b, the completed, or partially conpleted
plans, drawings, infornation and other
property which, if the contract r.ad
been completed, would have been
' required to be furnished to the Owner.
complete performance of such part of the work
as shall not have been terminated by the ��
notice of termination; and �
6. take such action as may be necessary, or as
the Engine�r may direct, for the protection
and preservation of th� prooerty related to
its contract which is in the possession of
the Contractor and i� which the Owner has or
may acquire the rest.
At a time not later than 30 days after the
termination date specified in the notice of
termination, the Contractor may submit to the
Engineer a list, certified as to quantity and
guality, of any or all items of termination
inventory not previously disposed of, exclusive of
it�ms the disposition of which has been 3ir�cted or
authorized by the Engineer. Not later than 15 days
theraafter, the Owner shall accept title to such
items provided, that the list subnitte3 sha11 be
subject to verification by the Engineer upon
removal of the items or, if the items are stored,
within 45 days from the date of subnission of the
list, and any necessary adjustments to correct the
list as submitted, shall be made prior to final
settlement.
C. TERMINATION CLAIM: Within 60 days af�er notice of
ternination, the Contractor shall submit his
termination claim to the Engineer in the form and
with the certification prescribed by the Engineer.
Unless one or more extensions in writing are
granted by the Owner upon request of the
Contractor, made in writing within such 60-3ay
period or authorize3 extension th�reof, any and all
such claims s'�a11 be conclusively dee�e� wa�v�d.
C7-7 (11)
D. AMOUNTS: Subject to the provisions of Item
C7-7.16(C), the Contractor and Owner may agree upon
the whole or any part of the amount or amounts to
be paid to the Contractor by reason of the total or
partial termination of work pursuant hereto;
provided, that such agreed amount or amounts shall
never exceed the total contract price as reduced by
the amount of payments otherwise nade and as
further reduced by the contract price of w�rk not
terminated. The contract shall be amended
accordingly, and the Contractor shall be paid the
agreed amount, No amount shall be due for lost or
anticipated profits. Nothing in C7-7.16(E)
hereafter, prescribing tne amount to be paid to the
Contractor in the event of failure of the
Contractor by reason of the termination of work
pursuant to this section, shall be dezmed to limit,
restrict or otherwise determine or affect the
amount or amounts which may be agreed upon to be
paid to the Cont�ractor pursuant to this paragraph.
E. FAILURE TO AGREE: In the ev2nt of the failure of
the Contractor and the Owner to agree as provided
in C7-7 . 16 ( D) upon the whole amount to be paid to
the Contractor by reason of the tzrmination of work
pursuant to this section the Owner sha11 determine,
on the basis of information available to it, the
anount, if any, due to the Contractor by reason of
the termination and shall pay to the Contractor the
amounts determined. No amount shall be due for
lost or anticipated profits.
F. DEDUCTIONS: In arriving at the araount due the
contractor undzr this section, there shall be
deducted (a) all unliquidated advance or other
payments on account theretofore made to the
Contractor, applicable to the terminated portion of
this contract; (b) any claim which the Owner may
have against the Cor.tractor in connectior: with this
contract; and (c) the a�reed price for, or the
proceeds of sale of, any materials, supplies or
other things kept by the Contractor or sold,
oursuant to the provisions of this clause, ana not
otherwise r�coverzd by or credited to th? Owner.
G, FDJUSTMENT: If tne termination hereunder be
par�ial, prior to the szttlement of the terminated
portion o� this cor.tract, the Contrac�.or r�av file
with the Engineer a reQues� in writ�n� tror an
C7-7 (12)
equitable adjustment of the price or prices
specified in the contract relating to the continued
p ortion of the contract (the portion not terminated
by the notice of termination), such equitable
adjustment as may be agreed upon sha11 be�made in
such price or prices; nothing contained herein,
however, shall limit the right of the Owner and the
Contractor to agree upon the anount or amounts to
be paid to the Contractor for the completion of the
continued portion of the contract when said
contract does not contain an established contract
price for such continued portion.
H. NO LIMITATION OF RIGHTS: Nothing contained in this
section shall limit or alter th� rignts which tha
Owner may have for termination of this contract
under C7-7.14 hereof entitled "Susoension of
Abandonment of the work and Am`ndment of Contract"
or any other right which Owner may have for default
or breach oF contract by Contractor.
C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be
responsible for initiating, maintaining, and supervising a11
saf ety precautions and programs in connection with th? work at
all times and shall assume all responsibilities for their
enforcement.
The Contractor shall coinply with federal, state, and local
laws, ordinances, and re3ulations so as to protect person and
property from injury, including death, or damage in connection
with the work.
C7-7 (13)
PART C - GENERAL CONDITIONS
C8-8 MEASUREMENT AND PAYMENT
SECTION C8-8 MEASUREMENT AND PAYMENT
C8-8.1 MEASUREMENT OF QUANTITIES: The determinativn of
� quantities of work performed by the Contractor and authorized
by the Contract Docum�nts acceotably completed under the terms
� of the Contract Docume:�ts shall bz made by the Engineer, based
on measurements made by th� Engineer. These measurements will
be made according to the United States Standard Measurements
`� used in common practice, and will be the actual length, area,
t, solid contents, numbers, and weights of the materials and
� items installed.
C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is
set forth, the said "Unit Price" shall include the furnishing
by the Contractor of all labor, tools, materials, machinery,
equipment, appliances and appurtenances necessary for the
construction of and the completion in a manner acceptable to
the Engineer of all work�to be done under these Contract
Documents.
� The "Unit Price" shall include all permanent and temporary
protection of overhead, surface, and underground structures,
�� cleanup, finished, overhead expense, bond, insurance, patent
� fees, royalties, risk due to the elements and other causes,
delays, profits, injuries, damages claims, taxes, and all
f� other items not specifically mentioned that may be required to
� fully construct each item of the work complete in place and in
� a satisfactory condition for op�ration.
C8-8.3 LUMP SUM: w�hen in the Proposal a"Lump Sum" is set
forth, the said "Lump Sum" shall re�res ent the total cost for
the Contractor to furnish all labor, tools, materials,
machinery, equipment, appurtenances, and all subsidary work
necessary for the construction and completion of all the work
to provide a complete and functional item as detailed in the
Special Contract Documents and/or Plans.
C8-8.4 SCOPE OF PAYMENT: The �ontractor shall receive and
accept the compensa�ion, as herein provided, in full payment
for fu�nishing all labor, tools, materials, and incidentals
for performing a11 work contemplated and embrac ed under these
Contract Documents, for all loss and damage arising out of the
nature of the work or from the action of the elements, for any
unforeseen defects or obstructions which may arise or be
encountered duri^c th� prosecution of the work at any time
C8-8 (1)
before its final acceptance by the Owner, (except as provided
in paragraph C5-5.14) for all risks of whatever description
connected with the prosecution of the work, for all�expense
incurred by or in consequence of suspension or discontinuance
of such prosecution of the working operations as herein
snecified, or any and all infringements of patents,
trademarks, copyrights, or other legal reservations, and for
completeing the wor� in an acceptable manner accorcing to the
terms of the Contract Documents.
The payment of any current or partial estimate prior to final
acceptance of the work by the Owner shall in no way constitute
an acknowledgment of the �cceptance of the work, materials, or
equioment, nor in any way prejudice or affect the obligations
of the Contractor to repair, correct, renew, or replace at his
own and proper expense any deFects or imperfections in th`
construction or in the strength or quality of the material
used or equipment or machinery furnished in or about the
construction of the work under contract and its appurtenances,
or any damage due or attributed to such defects, which
defects, imperfection, or'damage shall havz been discovered on
or before the final inspection and acceptance of work or
during the one year guaranty period aFter final acceptance.
The Owner shall be the sole judge of such defects,
imperfections, or damage, and the Contractor shall be liable
to the Owner fcr failure to correct the same as provided
herein.
CS-8.5 PP.RTIAL ESTIMATES AND RETAINAGE: Between the lst and
5th day of eacl� month the Contractor shall submit to the
Engineer a statement showing an estimate of the value of the
work done dsring the pr�vious month, or estimate p�riod under
the Contract Documents. Not later than the lOtlz day of the
rnonth the Engineer shall verify such estimatA, and if it is
found to be acceptable and the value of work performed since
the last partial payment was made exceeds one hundred dollars
($100.00) in a;nount, 90$ of such estimated sum will be paid to
the Contractor if the total contract amount is less than
5400,000, or 95$ of such estimate3 sum will be paid to the
Contractor if th� total contract amount is $400,000 or greater
within twentv-fiv2 (25) days aFt�r the regular estimate period.
The City will have the option of preoaring estimates on forms
�urnished by the City. The partial estimate nay include
acce�table nonp�rishable materials dzliv�red to the work which
are to be incorporated into the work as a pernanent part
thereo`, bst which at the thz time of the estimate have not
been ir.stalled. ( such pavrr:ent wi11 be allow�d on a basis of
�7�Z O� `[7� ;,�� ? f1VOiC� V�� 112 t�'1=reof. ) Z`}'12 �,Ofl�r'�CLOr shall
��r��cZ `;-iE ii�C;i1=c_ SuCrl 1r'iforna�1011 25 rl� Ii�dV i�Q',_'?S� t.0 �c1Q
`s—s c2�
hirn as a guide in the verification or the preoaration o�
partial es�imates.
It is understood that the partial estimate from month_to month
will b� approximate on1y, and all partial monthly estimates
and payment wi11 be subject to correction in the estimate
rend=red following the discov�ry of an error in any previous
estimate,and such estimate shall not, in any reso=_ct, be taken
as an admission of the Owner of the amount of work done or of
its quality of sufficiency, or as an acceptance of the work
done or the release of the Contractor of any of his
responsibilities under the Contract Documznts.
� The City reserves the right to withhold the paym?nt of any
( monthly estimate if th= contractor fails to perform the work
�strictly in accordance with the specifications or provisions
� of this contract.
f
� C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or
estimates may be held in abeyance if the performance of the
� con5truction operations is not in accordance with the
E requirements of the Contra,ct Documents.
( C8-8.7 FINAL ACCEPTANCE: Whenev�r the improvem�nts provided
� for by the Contract Documents shall have been completed and
� all requir�ments of the Contract Documents shall have been
( fulfilled on the part of the Contra�tor, the Con�ractor sha11
�` notify the Engin�er in writing that the improvem�nts are ready
for the final inspection. The Enginezr shall notify the
�� appropriate officials of the Owner, will within a rzasonable
� -time make such final inspP.ction, and if the work is
� satisfactory, in an acceptable condition, and has been
( completed in accordance with the terms of the Contract
:�' Documents and a11 approved modifications thereof, the Engineer
will initiat� th2 processing of the final estimate and
( recommend final acceptance of the project and final payment
�r" therefor as outlined in �8-8.8 below.
C8-8.8 FINAL PAYMENT: Whenever all the improvem�nts provided
for by the Contract Documents and all approved nodifications
thereof shall have been completed and all requir�nents of the
Contract Documents have been fulfilled on the part of the
Contractor, a final estimate showing the value of the work
will be prepared by the Engineer as soon as the necessary
measurements, computations, and checks can be madz.
All prior estimates upon which payment has b�en made are
subject to necessary corrections or r�visions in the final
paym��t.
: :
The amount of the final estimate, Iess previous payments and
any sum that have been deducted or retained under the
provisions of the Contract Documents, will be paid..to the
Contractor within 60 days after final acceptance by the Owner
on a proper resolution of the City Council, provided the
Contractor has furnished to the Owner satisfactory evidence of
payment as follows: Prior to submission of the final estimate
for payment, the Contractor shall execute an affidavit, as
Furnished by the City, certifying that all persor.s, firms,
associations, corporations, or otner organizations furnishing
labor and/or materials have been paid in full, that the wage
scale established by the City Council in the City of Fort
Worth has been paid, and that there are no claims pending for
personal injury and/or property damages.
The acceptance by the Contractor of the last or final payment
as aforesaid shall operate as and shall release thz Owner from
all claims or liabilities.under the Contract for anything done
or furnished or relating to the work under �ontract Documents
or any act or neglect of said CiLy relating to or connected
with the Contract.
. '
The making of the final paym�nt by the Owner shall not relieve
the Contractor of any guarantees or other requirements of the
Contract Documents which specifically continue thereafter.
C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner
believes it has employed competent Engineers and designers to
preparz the Contract Docunents and all modifications of the
aoproved Contract Documents. It is, therefore, agreed that
the Owner shall be responsible for the adequacy of its own
design features, sufficiency of the Contract Documents, the
safety of the structure, and the practicability of the
operations of the completed project, provid�d the Contractor
has complied with the requirements of the said Contract
Documants, all aoproved modifications thereof, and additions
and alterations thereto approved in writing by the Owner. The
burden of proof of such complianc� shall be upon the
Contractor to show that he has complied wit� the said
requirements of the Contract Documents, approved modifications
�hereof, and all ap�roved additions and alterations �hereto.
CS-8.10 GENERAL GUARANTY: Neither the final certificate of
payment nor any provision in the Contract �oc�ments nor
partial or entir2 occupancy or use of the pre,<<ises by the
Owner shall constitute an acceptance of work not done in
accordance witn the Contract Documents or relieve the
Contractor o� liability in respect to any ex�ress warranties
o� r�=�on=_�'_1;tti� To: _`au1�v n=_terials o� wo�:c-�-:shi�. The
Co��ractor s��11 re;n:dy anY d�iects or dzna�es in ��� work and
; : •
pay for any damage to other work resulting therefron which
shall app�ar within a oeriod of one �•ear fro:n the date of
final acceptance of the work unless a longer period is
specified andshall furnish a good and surficient naintenance
bond in th� amount of 100 percent of the anount of the
contract which shall assure the perFornance of the general
guaranty as abov� outline. The Owner will gi��e notice of
observea defects with reasonable promotness.
C8-8.11 SliBSIDIARY WORK: Any a:�d all work sp�cifically
governe3 by docum�ntary reauirem�nts for the proje�t, suc h as
condi�ior.s impo�sed by the Plans, the General Contract
Documents or thes2 SDecial Contract Docunents, �n which no
specific it�T for bid has bee;� provided for in th=_ Proposal,
sha11 b� co:�sid�re3 as a subsidiary item of work, �he c ost of
cvhich shall b=_ included in the price bid in the Pro�osal, Lor
each bid ite�n. Surface restoration, roc�c excavation and
cleanup are general itzms of work which fa11 in the category
oF subsidiary work.
C8-8.12 r:ISCELLANEOUS PLACEMENT OF MATERIAL: Material may b=
alloca�e3 un3�r various bid ite;ns in tr,� Pro�osal to establish
unit prices ror miscellaneous placement of mat�rial. Tnese
mat=rials sha11 be used o*�ly when dire�ted by th� Engineer,
dep�nding on field conditions. Paymer.t for miscellaneous
placement o� mat�rial will ba made for only that amount of
material use3, measu.red to the n.earest one-tenth unit.
Paym�nt for misc�llaneous place:nent �f nat�rial shall be in
accordanc� with the General Contract Docum�nts r��ardless o�r
the actual anount used for tne project.
C8-8.13 RECO�D DOCUriENTS: Contractor shall keep on record a
copy of a11 specifications, plans, addenda, modi�ica�ions,
shop drawings and sarnples a�. the site, in gooc order and
annotate� �o show all changes nade during the construction
process. Tnese sha11 be delivered to Engin��r upon com�letion
of the work.
C8-8 (S)
SUPPLEMENTARY CONDITIONS
FOR SECTION B2 (GENERAL CONDITIONS)
(
� SECTION C1:
t SUPPLEMENTARY CONDITIONS TO PART C- GENERA� CONDITIONS
� A. General
-� These Supplementary Conditions amend or supplement the General Conditions of the
( Contract and other provisions of the Contract Documents as indicated below. Provisions
� which are not so amended or supplemented remain in full force and affect.
B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS
ENTERPRISE COMPLIANCE: Page C3-3 (1), should be deleted in its entirety and
replaced with the following:
Upon request, Contractor agrees to provide to Owner complete and accurate information
, regarding actual work performed by a Minority Business Enterprise (MBE) and/or a
� Woman Business Enterprise (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 MBE andlor 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
� andlor 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 in the Contractor being
determined to be irresponsible ancl barred from participating in City work for a period of
� time of not less than three (3) years.
C. C3-3.7 BOND�: Page C3-3 (3), the paragraph after subparagraph d. Change the
paragraph to read as follows:
;� "No sureties will be accepted by the owner which are at the time in default or delinquent
( on any bonds or which are interested in any litigation against the Owner. All bonds shall
� be made on the forms furnished by the Owner and the surety shall be acceptable to the
_� owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall
- be included on the current U.S. Treasury List of Acceptable Sureties { Circular 870 }, or
( (2) the surety must have capital and surplus equal to ten times tlie amount of the bond.
� The surety must be licensed to business in the state of Texas. The amount of the bond
t shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total
capital and surplus. If reinsurance is required, the company writing the reinsurance must
( be authorized, accredited or trusteed to do business in Texas."
� D. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted
[ in its entirety and replaced with the following:
( Partial pay estimates shall be submitted by the Contractor or prepared by the City on the
( 5th day and 20th day of each month that the work is in progress. The estimate shall be
� proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid
� within 25 days followina 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
�
( Revised
� �/0�/00
(
�
materials are included within a pay estimate, payment shall be based upon 85% of the net
voice 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.
For contracts of less than $400,000 at the time of execution, retainage shall be ten per
cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall
be five percent (�%).
Contractor shall pay subcontractors in accord with the subcontract agreement within five
(5) business days after receipt by Contractor of the payment by City. Contractor's failure
to make the required payments to subcontractors will authorize the City to withhold
future payments from the Contractor until compliance with this paragraph is
accomplished.
It is understood that the partial pay estimates 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. Partial payment by
Owner for the amount of work done or of its quality or sufficiency or acceptance of the
work done; shall not release the Contractor of any of its responsibilities under the
Contract Documents.
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.
E. C3-3.11 INSURANCE: Page C3-3 (4-7): Paragraph C3-3.11 of the General Conditions is
deleted and replaced with D-12 of the Part D— Special Conditions
F. C3-3.11 INSliRANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR
INSURANCE AND BONDING"
G. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6
(8) should be deleted in its entirety and replaced with the following:
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 �tot anv
sccclz inic�rv, danza;�e or death is caiised in whole or in part by the ne�li�ence or
alleQed neQliQe�ace of Ow�zer, its of�cers, servajzts or emplovees Contractor likewise
covenants and agre�s 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, wlzether or �aot anv sicclz inilirv or danaa,2e is caused i�a
tivlzole or ira part by tlze �ze�li�eace or alle�ed ne,�li�e�zce of Ow�zer its of�cers servants
or enaplovees..
Revised pQ. 2
3/02/00 y
t
�
(,
In the event Owner receives a written claim for damages against the Contractor or its
� subcontractors prior to final payment, final payment shall not be made until Contractor
� either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a
�� release from the claimant involved, or (b) provides Owner with a letter from Contractor's
� liability insurance carrier that the claim has been referred to the insurance carrier.
� The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort
( Worth public work from a Contractor against whom a claim for damages is outstanding
�" as a result of work performed under a City Contract.
Revised Pg. 3
3/0?/00
��
SPECIAL CONDITIONS (PART D)
(WATER DEPARTMENT)
D-1
D-2
D-3
D-4
D-5
D-6
D-7
D-8
D-9
D-10
D-11
D-12
D-13
D-14
D-15
D-16
D-17
D-18
D-19
D-20
D-21
D-22
D-23
D-24
D-25
D-26
D-27
D-28
D-29
D-30
D-31
D-32
D-33
D-34
D-35
D-36
D-37
D-38
D-39
D-40
D-41
D-42
D-43
D-44
D-45
D-46
D-47
D-48
D-49
D-50
D-51
D-52
D-53
PART D - SPECIAL CONDITl4NS
AWARDOF CONTRACT ....................................................................................... SC-3
SUBMISSION OF CONTRACT DOCUMENTS ...................................................... SC-3
GENERAL.............................................................................................................. SC-4
OMIT...................................................................................................................... SC-5
PROJECTDESIGNATION ..................................................................................... SC-6
EQUAL EMPLOYMENT PROVISIONS .................................................................. SC-6
PRE-CONSTRUCTION CONFERENCE ................................................................ SC-6
COORDINATION MEETINGS ................................................................................ SC-6
OMIT...................................................................................................................... SC-6
BREAKDOWN OF BID PROPOSAL ...................................................................... SC-6
PROJECTCLEAN UP ............................................................................................ SC-6
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW......... SC-7
MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE... SC-9
CALENDARDAY ..................................................................................................SC-11
SUBSIDIARYWORK ............................................................................................SC-11
WAGERATES ......................................................................................................SC-11
EASEMENTSAND PERMITS ...............................................................................SC-13
COORDINATION WITH FORT WORTH WATER DEPARTMENT ........................SC-14
DAMAGE TO PRIVATE PROPERTY ....................................................................SC-14
SHOPDRAWINGS ...............................................................................................SC-14
CROSSING OF EXISTING UTILITIES ..................................................................SC-15
EXISTING UTILITIES AND IMPROVEMENTS ......................................................SC-15
CONSTRUCTION TRAFFIC OVER PIPELINES ...................................................SC-15
TRAFFICCONTROL ............................................................................................SC-16
PAYMENT.............................................................................................................SC-16
OMIT.....................................................................................................................SC-17
DETOURS............................................................................................................SC-17
BARRICADES AND WARNING SIGNS ................................................................SC-17
EXAMINATIONOF SITE .......................................................................................SC-17
ZONINGCOMPLIANCE ........................................................................................SC-17
WATER FOR CONSTRUCTION ...........................................................................SC-17
WASTEMATERIAL ..............................................................................................SC-17
CLEANUP FOR FINAL ACCEPTANCE .................................................................SC-17
PROPERTYACCESS ...........................................................................................SC-17
CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ..........................SC-17
SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES .....................SC-18
OMIT.....................................................................................................................SC-18
SANITARY FACILITIES FOR WORKERS ............................................................SC-18
LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ........................SC-18
RIGHTTO AUDIT .................................................................................................SC-18
INCREASE OR DECREASE IN QUANTITIES ......................................................SC-19
CUTTINGOF CONCRETE ...................................................................................SC-19
PROJECTDESIGNATION SIGN ..........................................................................SC-19
CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ...............................SC-20
MISCELLANEOUS PLACEMENT OF MATERIAL .................................................SC-20
TYPE'�C„ BACKFILL .............................................................................................SC-20
CRUSHED LIMESTONE BACKFILL .....................................................................SC-20
OMIT.....................................................................................................................SC-21
TRENCH EXCAVATION, BACKFILL AND COMPACTION ...................................SC-21
PAVEMENT REPAIR (E2-19) ...............................................................................SC-22
TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY...SC-23
SANITARY SEWER MANHOLES .........................................................................SC-23
SANITARY SEWER SERVICES ...........................................................................SC-26
osi2oioo SC-1
PART D - ��ECIAL CONDITIONS
D-54 NOT USED ...........................................................................................................SG27
D-55 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES..........SC-27
D-56 DETECTABLE WARNING TAPES ........................................................................SC-29
D-57 PIPE CLEANING ...................................................................................................SC-29
D-58 BARRICADES, WARNINGS AND FLAGMEN .......................................................SC-29
D-59 DISPOSAL OF SPOIL/FILL MATERIAL ................................................................SC-29
D-60 MECHANICS AND MATERIALMEN'S LIEN ..........................................................SC-30
D-61 SUBSTITUTIONS .................................................................................................SC-30
D-62 PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES..SC-30
D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES ...................................SC-33
D-64 BYPASS PUMPING ..............................................................................................SC-34
D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS.SC-34
D-66 SAMPLES AND QUALITY CONTROL TESTING ..................................................SC-36
D-67 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL...SC-37
D-68 INGRESS AND EGRESS/ ACCESS TO DRIVES .................................................SC-38
D-69 PROTECTION OF TREES, PLANTS AND SOIL ...................................................SC-38
D-70 SITE RESTORATION ...........................................................................................SC-38
D-71 STANDARD PRODUCT LIST ...............................................................................SC-38
D-72 OMIT .....................................................................................................................SC-38
D-73 TOPSOIL, SODDING, SEEDING AND HYDROMULCH SEEDING ......................SC-38
D-74 CONFINED SPACE ENTRY PROGRAM ..............................................................SC-43
D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ....................SC-43
D-76 EXCAVATION NEAR TREES ..............................................................................SC-44
D-77 CONCRETE ENCASEMENT OF SEWER PIPE ..................................................SC-45
D-78 OMIT .....................................................................................................................SC-45
D-79 EXPLORATORY EXCAVATION (D-HOLE) ...........................................................SC-45
D-80 INSTALLATION OF WATER FACILITIES .............................................................SC-45
80.1 POLYVINYAL (CHLORIDE PVC) WATER PIPE ...................................................SC-45
80.2 BLOCKING ...........................................................................................................SC-45
80.3 TYPE OF CASING PIPE .......................................................................................SC-45
80.4 TIE-INS .................................................................................................................SC-46
80.5 CONNECTION OF EXISTING MAINS ..................................................................SC-46
80.6 VALVE CUT-INS ...................................................................................................SC-46
80.7 WATER SERVICES ..............................................................................................SC-47
80.8 2-INCH TEMPORARY SERVICE LINE .................................................................SC-48
80.9 ADJUST MANHOLES AND VAULTS (UTILITY CUT) ...........................................SC-49
80.10 ADJUST WATER VALVE BOXES ........................................................................SC-49
80.11 PURGING AND STERILIZATION OF WATER LINES ..........................................SC-50
80.12 WORK NEAR PRESSURE PLANE BOUNDARIES ...............................................SC-50
80.13 WATER SAMPLE STATION .................................................................................SC-50
80.14 DUCTILE IRON AND GRAY IRON FITTINGS ......................................................SC-50
D-81 SPRINKLING FOR DUST CONTROL ...................................................................SC-50
D-82 DEWATERING ......................................................................................................SC-51
D-83 TRENCH EXCAVATION FOR DEEP TRENCHES ................................................SC-51
D-84 TREE PRUNING ...................................................................................................SC-51
D-85 TREE REMOVAL ..................................................................................................SC-52
D-86 TEST HOLES .......................................................................................................SC-52
D-87 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION ..................SC-52
D-88 TRAFFIC BUTTONS .............................................................................................SC-53
osi2oioo SC-2
PART D - SPECIAL CONDITIONS
This Part D Special Conditions is complimentarv to Part C— General Conditions of the
Contract Anvthinq contained in this Part D that is additive to anv provision in Part C—
General Conditions of the Contract are to be read toqether. Any conflict between Part C—
General Conditions of the Contract and this Part D, Part D shall control.
FOR: 1998 CAPITAL IMPROVEMENT PROJECTS
CONTRACT 18
DOE No. 2186 — N. HUGHES AVE. (E. LANCASTER TO NORMA), COUNCIL DIST. 4
DOE No. 2187 — MEADERS ST. (CRAIG TO 2404 MEADERS), COUNCIL DIST. 5
UNIT I— WATER & SANITARY SEWER IMPROVEMENTS
UNIT II — PAVING & STORM DRAINAGE IMPROVEMENTS
Water Project No.: PW 77-060770154200
Sewer Project No.: PS 46-070460134040
T/PW Project Nos.: C115-0201150040559 & C115-0201150040560
File Number: K-1599
D-1 AWARD OF CONTRACT: The City reserves the right to abandon without obligation to the
contractor, any part of the project, or the entire project, at any time before the contractor begins
any construction work authorized by the City. Award, if made, shall be to the lowest responsible
bidder.
The following shall apply for contract documents with multiple units of work. Each unit represents
a separate project, each with an individual M/WBE specification and proposal section. The
proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of
the units, or all of the units. Award of contract(s), if made, shall be to the lowest responsible
bidder for each individual unit. ff a contractor is the low bidder on two units or more, a single set
of contract documents consisting of all applicable units will be created and one single award of
contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each
unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit included
in the Contract.
Construction time on all units will run concurrently. For situations involving approved contracts
with multiple units, the total allowable construction completion time period for all the units shall be
the same as the unit with the longest construction time period.
D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND
PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contract
documents to the Department of Engineering within ten (10) working days after notification by the
City.
A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The
effective work order date will be set at the pre-construction conference.
The contractor(s) shall be required to start construction on the project no later than ten (10)
calendar working days after the pre-construction meeting date, unless a different date is
established in a Notice to Proceed. The City shall begin to charge time on the project to the
contractor eleven days after the pre-construction meeting date, unless a different date is
established in a Notice to Proceed.
osi2oioo S C-3
PART D - SPECIAL CONDiTIONS
Per City ordinance 13471, as amended by Ordinance No. 13781, the contractor(s) shall submit
the letters of intent or a copy of the agreements with certified M/WBE subcontractor(s) at or
before the pre-construction conference. To expedite M/WBE compliance contractors are strongly
encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of
submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be
signed by both parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the
contractor(s) will not be allowed to begin work. Time on the project will start to accumulate at the
end of the ten (10) days as stipulated above.
Additional submittals at time of pre-construction meeting shall include (but not limited to):
Contractors Work Plan and Schedule
Disposal Site for Waste Material Information
Sub-Contractor ldentification
Trench Safety Design (if required)
Confined Space Entry Program
Name and number of a responsible person for off hour emergencies
Project schedule which must reflect a project completion date to be determined by the
completion time period stipulated in the proposal section.
The pre-construction conference is intended as a forum between the contractor and the
appropriate City staff to go over the project in detail and to afford the contractor the opportunity to
submit all the required documents listed above.
If the contractor fails to submit any of the required documents, the contractor will not be allowed
to begin work; however contract time shall begin as stipulated in this paragraph.
D-3 GENERAL:
The order or precedence in case of conflicts or discrepancies between various parts of the
Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily,
follow the guidelines listed below:
1. Plans
2. Contract Documents
3. Special Conditions
The following Special Conditions shall be applicable to this project and shall govern over any
conflicts with the General Contract Documents under the provisions stated above. The
Contractor shall be responsible for defects in this project due to faulty materials and
workmanship, or both, for a period of one (1) year from date of final acceptance of this project by
the City of Fort Worth and will be required to replace at his expense any part or all of this project
which becomes defective due to these causes.
Subject to modifications as herein contained, the Fort Worth Water Department's General
Contract Documents and General Specifications, with latest revisions, are made a part of the
General Contract Documents for this project. The Plans, these Special Contract Documents and
the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers
name, or identification include therein as specifying, referring or implying product control,
performance, quality, or other shall be binding upon the contractor. The specifications and
drawings shall be considered cooperative; therefore, work or material called for by one and not
shown or mentioned in the other shall be accomplished or furnished in a faithful manner as
though required by all.
osi2oioo S C-4
PART D - SPECIAL CC�NQITIONS
Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-
qualified with the Water Department to perform such work in accordance with procedures
described in the current Fort Worth Water Department General Specifications, which general
specifications shall govern perFormance of all such work.
This contract and project, where applicable, may also be governed by the two following published
specifications, except as modified by these Special Provisions:
1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION -
CITY OF FORT WORTH
2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH
CENTRALTEXAS
Any conflict between these contract documents and the above 2 publications shall be resolved in
favor of these contract documents.
A copy of either of these specifications may be purchased at the office of the Transportation and
Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth,
Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the
pay item by the designer. If not shown, then applicable published specifications in either of these
documents may be followed at the discretion of the Contractor. General Provisions shall be
those of the Fort Worth document rather than Division 1 of the North Central Texas document.
Bidders shall not separate, detach or remove any portion, segment or sheets from the
contract document at any time. Failure to bid or fully execute contract without retaining
contract documents intact may be grounds for designating bids as "non-responsive" and
rejecting bids or voiding contract as appropriate as determined by the City Engineer.
INTERPRETATION AND PREPARATION OF PROPOSAL:
A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered,
accompanied by its proper Bid Security, to the Purchasing Manager or his representative at
the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole
-responsibility to deliver the proposal at the proper time to the proper place. The mere fact
that a proposal was dispatched will not be considered. The Bidders must have the proposal
actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word
"PROPOSAL", and the name or description of the project as designated in the "Notice to
Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth
Purchasing Division, PO Box 17027, Fort Worth, Texas 76102.
B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot
be withdrawn prior to the time set for opening proposals. A request for non-consideration of a
proposal must be made in writing, addressed to the City Manager, and filed with him prior to
the time set for the opening of proposals. After all proposals not requested for non-
consideration are opened and publicly read aloud, the proposals for which non-consideration
requests have been properly filed may, at the option of the Owner, be returned unopened.
C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by
telegraphic communication at any time prior to the time set for opening proposals, provided
such telegraphic communication is received by the Purchasing Manager prior to the said
proposal opening time, and provided further, that the City Manager is satisfied that a written
osi2oioo SC-5
PART D - SPECIAL CONDITIONS
and duly authenticated confirmation of such telegraphic communication over the signature of
the bidder was mailed prior to the proposal opening time. If such confirmation is not received
within forty-eight (48) hours after the proposal opening time, no further consideration will be
given to the proposal.
D-4 OMIT
D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be
performed under the Project Designation: Project No. PS46-07046410260
D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City OrdiRance
Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-
A-21 through 12-A-29) prohibiting discrimination in employment practices.
The Contractor shall post the required notice to that effect on the project site, and at his request,
will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer
any qualified applicant he may have on file in his office to the Contractor. Appropriate notices
may be acquired from the Equal Employment Officer.
D-7 PRE-CONSTRUCTION CONFERENCE: Before the project work order is issued, a pre-
construction conference shall be held with representatives of the following agencies present: City
Engineering Department, City Water Department, City Public Works Department, other interested
City Departments (such as Traffic), interested utility companies (such as gas, telephone, and
electric), Design Engineer and the successful Contractor. Contractor shall submit a schedule of
operations at the pre-construction conference.
D-8 COORDINATION MEETINGS: For coordination purposes, weekly meetings at the job
site may be required to maintain the project on the desired schedule. The Contractor shall be
present at all meetings.
D-9 OMIT
D-10 BREAKDOWN OF BID PROPOSAL: When requested by the Engineer, the Contractor
shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This
information is for use in the preparation of a recommendation to the City for award of contract.
D-11 PROJECT CLEAN UP
The Contractor shall be aware that keeping the project site in a neat and orderly condition is
considered an integral part of the contracted work and as such shall be considered subsidiary to
the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work
progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be
done on a daily basis. Clean up work shall include, but not be limited to:
■ Sweeping the street clean of dirt or debris
■ Storing excess material in appropriate and organized manner
■ Keeping trash of any kind off of resident's property
Each day as work progresses, Contractor shall store materials and clean up the work site so as
to minimize interruption of the use and enjoyment of private property. Additionally, as work is
completed on any particular private property, the contractor shall restore that property to the
osi2oioo S C-6
PART D - SPECIAL C�NDITIONS
condition it was in prior to the work, as well as make the necessary repair or replacement of any
damage.
If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next
estimate payment (and all subsequent payments until completed) the appropriate bid item(s) will
be reduced by 25%.
D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW:
A. Definitions:
1. Certification 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's employees providing services on a project, for the
duration of the project.
2. 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.
3. 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 contracted directly with the
contractor and 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 services related to a project. "Services" does not include activities unrelated to
the project, such as food/beverage vendors, office supply deliveries, and delivery of
portable toilets.
B. The Contractor shall provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) or 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 the
governmental entity:
1. A certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
2. No later than seven days after receipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project.
osi2oioo
PART D - SPECIAL CpNDITION�
F. The contractor shall retain all required certificates of coverage for the duration of the project
and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by certified mail or personal
delivery, within ten (10) days after the contractor knew or should have known„ of any change
that materially affects the provision of coverage of any person providing services on the
project.
H. The contractor shall post on each project site a notice, in the text, form and manner
prescribed by the Texas Worker's Compensation Commission, informing all persons providing
services on the project that they are required to be covered, and stating how a person may
verify coverage and report lack of coverage.
I. The contractor shall contractually require each person with whom it contracts to provide
services on a project, to:
1. Provide coverage, based on proper reporting on classification codes and payroll amounts
and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code, Section 401.011(44) for all of its employees providing services on the
project, for the duration of the project;
2. Provide to the Contractor, prior to that person beginning work on the project, a certificate
of coverage showing that coverage is being provided for all employees of the person
providing services on the project, for the duration of the project;
3. Provide the Contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
4. Obtain from each other person with whom it contracts, and provide to the Contractor:
a.) A certificate of coverage, prior to the other person beginning work on the project; and
b.) A new certificate of coverage showing extension of coverage, prior to the end of the
coverage period, if the coverage period shown on the current certificate of coverage
ends during the duration of the project.
5. Retain all required certificates of coverage on file for the duration of the project and for
one year thereafter.
6. Notify the governmental entity in writing by certified mail or personal delivery, within ten
(10) days after the person knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project; and
7. Contractually require each person with whom it contracts, to perForm as required by
paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom
they are providing services.
8. 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 worker's
compensation coverage for the duration of the project, that the coverage will be based on
osi2oioo SC-8
PART D - SPECIAL CONDITIONS
� 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 or
� misleading information may subject the contractor to administrative, criminal, civil
, penalties or other civil actions.
9. The contractor's failure to comply with any of these provisions is a breach of contract by
the contractor which entitles the governmental entity to declare the contract void if the
contractor does not remedy the breach within ten days after receipt of notice of breach
from the governmental entity.
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 Worker's Compensation Act or other Texas
Worker's Compensation Commission rules. This notice must be printed with a title in at least
30 point bold type and text in at least 19 point normal type, and shall be in both English and
Spanish and any other language common to the worker population. The text for the notices
shall be the following text, without any additional words or changes:
"REQUIRED WORKER'S 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 Worker's 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".
D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (MNVBE) COMPLIANCE: In
accordance with City of Fort Worth Ordinance No. 11923, as amended by City of Fort Worth
Ordinance No. 13471, the City of Fort Worth has goals for the participation of minority business
enterprises and women business enterprises in City contracts. The Ordinance is incorporated in
these specifications by reference. A copy of the Ordinance may be obtained from the Office of
the City Secretary. Failure to comply with the ordinance shall be a material breach of contract.
(� The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH
I E EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid
{' opening. Failure to comply shall render the bid non-responsive.
i� Upon request, contractor agrees to provide the City complete and accurate information regarding
� actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and
�� payment thereof. Contractor further agrees to permit an audit and/or examination of any books,
i� records or files in its possession that will substantiate the actual work performed by an MBE
i( 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 Iocal laws or ordinances relating to false
'( statement. 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 period of time of not less than three years.
�
�' osi2oioo SC-9
�
(
PART D - SPECIAL GONDITIONS
The City will consider the contractor's performance regarding its M/WBE program in the
evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good
faith effort", shall result in a bid being rendered non-responsive to specifications.
Contractor shall provide copies of subcontracts or co-signed letters of intent with approved
M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide
monthly reports on utilization of the subcontractors to the City's M/WBE office.
The Contractor may count first and second tier subcontractors and/or suppliers toward meeting
the goals. The Contractor may count toward its goal a portion of the total dollar amount of the
contract with a joint venture equal to the percentage of the M/WBE participation in the joint
venture for a clearly defined portion of the work to be performed. All M/WBE contractors used in
meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s)
must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or
Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine
(9) county marketplace at time of bid. The Contractor shall contact all such M/WBE
subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort
forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid
opening may result in the rejection of bid as non-responsive.
Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE
shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of the
original contract, the M/WBE coordinator shall determine the goals applicable to the work to be
performed under the change order.
During the term of the contract the contract shall:
1. Make no unjustified changes or deletions in it's M/WBE participation commitments
submitted with or subsequent to the bid, and,
2. If substantial subcontracting and/or substantial supplier opportunities arise during the term
of the contract which the contractor had represented he would perform with his forces, the
contractor shall notify the City before subcontracts or purchase orders are let, and shall be
required to comply with modifications to goals as determined by the City, and ,
3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to
change or delete any of the M/VVBE subcontractors or suppliers. Justification for change
may be granted for the following:
a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation
Insurance.
b. Failure of Subcontractor to provide required general liability of other insurance.
c. Failure of Subcontractor to execute a standard subcontract form in the amount of the
proposal used by the Contractor in preparing his M/V1/BE Participation plan.
d. Default by the M/WBE subcontractor or supplier in the performance of the
subcontractor.
osi2oioo S C-10
PART D - SPECIAL CONDITl4NS
� Within ten (10) days after final payment from the City, the contractor shall provide the
M/WBE Office with documentation to reflect final participation of each subcontractor and
� supplier used on the project, inclusive of M/WBEs.
D-14 CALENDAR DAY: Delete paragraph C1-1.24, in Part C-General Conditions, in its entirety
and substitute the following new paragraph:
C1-1.24 Calendar Day: A Calendar day is any day of the week or month. All calendar
days are counted in computing contract time and for determining liquidated damages, if
any; however, the Contractor will not be allowed to work on Sundays or any holidays
observed by the City of Fort Worth.
� D-15 SUBSIDIARY WORK: Any and all work specifically governed by documentary
( requirements for the project, such as conditions imposed by the Plans, the General Contract
� Documents or these Special Contract Documents, in which no specific item for bid has been
�• provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which
shall be included in the price bid in the Proposal for each bid item, including but not limited to
( surface restoration, removal and replacement of fencing, and cleanup.
'. � D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have
( been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with
f statutory requirements, as being the prevailing classifications and rates that shall govern on all
work performed by the Contractor or any Subcontractor on the site of the project covered by
� these Contract Documents. In no event shall less than the following rates of wages be paid.
� (Attached)
osi2oioo SC-11
PART D - SP�CIAL CQNDITIONS
CITY OF FORT WORTH
HIGHWAY CONSTRUCTION
PREVAILING WAGE RATE FOR 2000
CLASSIFICATION
Air Conditioning Mechanic
Air Conditioning Mechanic Helper
Acoustic Ceiling Installer
Acoustic Ceiling Installer Helper
Asbestos Worker
Bricklayer/Stone Mason
Bricklayer/Stone Mason Helper
Carpenter
Carpenter Helper
Concrete Finisher
Concrete Finisher Helper
Concrete Form Builder
Concrete Form Builder Helper
Drywall Taper
Drywall Taper Helper
Electrician Journeyman
Electrician Helper
Electronic Technician
Electronic Technician Helper
Floor Layer (Carpet)
Floor Layer (Resilient)
Floor Layer Helper
Glazier
Glazier Helper
Insulator
Insulator Helper
Laborer Common
Crane, Clamshell, Backhoe,
Dragline, Shovel
Forklift Operator
RATE
$15.98
$10.75
$14.02
$10.88
$10.50
$17.21
$10.16
$13.92
$10.38
$12.68
$ 9.73
$11.97
$ 9.42
$11.33
$ 8.00
$17.46
$11.30
$12.50
$ 8.50
$17.00
$16.00
$13.50
$15.02
$10.90
$12.04
$ 9.40
$ 7.85
CLASSIFICATION
Laborer Skilled
Lather
Lather Helper
Metal Building Assembler
Metal Building Assembler Helper
Painter
Painter Helper
Pipefitter
Pipefitter Helper
Plasterer
Plasterer Helper
Plumber
Plumber Helper
Reinforcing Steel Setter
Roofer
Roofer Helper
Sheet Metal Worker
Sheet Metal Worker Helper
Sheetrock Hanger
Sheetrock Hanger Helper
Sprinkler System Installer
Sprinkler System Installer Helper
Steel Worker Structural
Steel Worker Structural Helper
Welder
Welder Helper
HEAVY EQUIPMENT OPERATORS
Derrick $12.50 Foundation Drill Operator
Front End Loader Operator
$ 9.63 Truck Driver
osi2oioo S C-12
RATE
$10.35
$14.00
$11.00
$10.00
$ 8.70
$12.83
$ 8.35
$17.60
$10.18
$16.00
$11.00
$16.91
$ 9.75
$10.40
$11.87
$ 8.33
$14.45
$ 9.57
$12.45
$ 9.64
$16.87
$10.13
$11.36
$ 8.80
$14.70
$11.74
$13.00
$11.22
$10.31
PART D - SPEGIAL G4NDITl4NS
CLASSIFICATION
Asphalt Raker
Asphalt Shoveler
Batching Plant Weigher
Carpenter (Rough)
Concrete Finisher-Paving
Concrete Finisher Helper
(Paving)
Concrete Finisher-Structures
Flagger
Form Builder-Structures
Form Setter-Paving & Curbs
Form Setter-Structures
Laborer-Common
Laborer-Utility
Mechanic
Servicer
Pipe Layer
Pipe Layer Helper
Asphalt Distributor Operator
Asphalt Paving Machine
Operator
Concrete Paving Saw
Crane, Clamshell, Backhoe,
Derrick, Dragline, Shovel
(< 1 1/2 CY)
Crane, Clamshell, Backhoe,
Derrick, Dragline, Shovel
(> 1 1 /2 CY)
RATE CLASSIFICATION
HIGHWAY (HEAVY) CONSTRUCTION
$10.32
$ 9.75
$ 9.65
$13.64
$10.16
$ 9.70
$13.44
$ 7.00
$13.44
$10.25
$ 9.75
$ 7.64
$ 8.64
$13.25
$10.13
$ 7.35
$ 6.75
$11.45
$11.09
$10.53
$10.00
$11.52
Front End Loader (2 '/ CY & Less)
Front End Loader (over 2'h CY)
Milling Machine Operator
Mixer
Motor Grader Operator (Fine Grade)
Motor Grader Operator
Pavement Marking Machine
Roller, Steel Wheel Plant-Mix
Pavements
Roller, Steel Wheel Other Flatwheel
or Tamping
Roller, Pneumatic, Self-Propelled
Scraper
Traveling Mixer
Reinforcing Steel Setter (Paving)
Truck Driver-Single Axle (Light)
Truck Driver-Tanden Axle
Semi-Trailer
Truck Driver-Lowboy/Float
Truck Driver-Transit Mix
Truck Driver-Winch
RATE
$ 9.94
$ 9.32
$ 8.00
$11.00
$12.31
$13.75
$11:00
$ 9.88
$12.12
$ 8.02
$10.00
$ 9.75
$ 8.00
$10.22
$10.54
$10.63
$ 9.80
D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain
temporary construction, right-of-entry agreements, and/or permits to perform work on private
property. �
The City has attempted to obtain the temporary construction and/or right-of-entry agreements for
properties where construction activity is necessary on City owned facilities, such as sewer lines or
manholes. For locations where the City was unable to obtain the easement or right-of-entry, it
shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject
property. This shall be subsidiary to the contract. The agreements which the City has obtained
are available to the Contractor for review by contacting the plans desk at the Department of
Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain
written permission from property owners to perform such work as cleanout repair and sewer
service replacement on private property. Contractor shall adhere to all requirements of
Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to
the agreement terms along with any special conditions that may have been imposed on these
agreements, by the property owners.
The easements and/or private property shall be cleaned up after use and restored to its original
condition or better. In event additional work room is required by the Contractor, it shall be the
osi2oioo SC-13
PART D - SPECIAL CONDITIONS
Contractor's responsibility to obtain written permission from the property owners involved for the
use of additional property required. No additional payment will be allowed for this item.
The City has obtained the necessary documentation for railroad and/or highway permits required
for construction of this project. The Contractor shall be responsible for complying with all
provisions of such permits, including obtaining the requisite insurance, and shall pay any and all
costs associated with or required by the permit(s). It is the Contractor's responsibility to provide
the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen
during construction in railroad/agency right-of-way. Any and all costs associated with compliance
with permits(s) including payment for flagmen shall be subsidiary to the project price. No
additional payment will be allowed for this item.
D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction
of this project, it will be necessary to deactivate, for a period of time, existing lines. The
Contractor shall be required to coordinate with the Water Department to determine the best times
for deactivating and activating those lines.
D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace
any damage to private property, including but not limited to fences, walls, pavement and water
and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a
separate pay item.
D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the
Construction Engineer, for all equipment and materials for this project. Contractor shall submit
seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may
be required by the Engineer for his review. Such review by the Engineer shall include checking
for general conformance with the design concept of the project and general compliance with
information given in the General Contract Documents. Indicated action by the Engineer, which
may result from his review, shall not constitute concurrence with any deviation from the plans and
specifications unless such deviations are specifically identified by the method described below,
and further shall not relieve the Contractor of responsibility for errors or omissions in the
submitted data. Processed shop drawing submittal are not change orders. The purpose of
submittals, by the Contractor, is to demonstrate that the Contractor understands the design
concept, and that he demonstrates his understanding by indicating which equipment and
materials he intends to furnish and install, and by detailing the fabrication and installation
methods he intends to use. If deviations, discrepancies or conflicts between submittals and the
design drawings and/or specifications are discovered, either prior to or after submittals are
processed, the design drawings and specifications shall govern. The Contractor shall be
responsible for all dimensions which are to be confirmed and correlated at the job site, fabrication
processes and techniques of construction, coordination of his work with that of other trades and
satisfactory perFormance of his work. The Contractor shall check and verify all measurements
and review submittals prior to submittal, and sign or initial a statement included with the submittal,
which signifies compliance with the plans and specifications and dimensions suitable for the
application. Any deviation from the specified criteria shall be expressly stated in writing in the
submittal.
Shop drawings shall be submitted for the following items prior to installation:
1. All pipe
2. Reinforced steel fabrication for structures
3. Cast Iron structural appurtenances
Shop drawings must be approved in writing by the Engineer prior to the start of work.
osizoioo SC-14
PART D - SPECIAL CONDITl4NS
D-21 CROSSING OF EXISTING UTILITIES: Where a proposed water line crosses over a
sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water
line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or
sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The
required length of replacement shall be determined by the Engineer. The material for sanitary
sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene
wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe
with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM
C-425 with series 300 stainless steel compression straps. Backfill, fittings, tie-ins and all other
associated appurtenances required are deemed subsidiary work, the cost of which shall be
included in the price bid in the Proposal for each bid item.
D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known
surface and subsurface structures. However, the Owner assumes no responsibility for failure to
show any or all of these structures on the Plans, or to show them in their exact location. It is
mutually agreed that such failure shall not be considered sufficient basis for claims for additional
compensation for extra work or for increasing the pay quantities in any manner whatsoever.
The Contractor shall be responsible for verifying the locations of and protecting all existing
utilities, service lines, or other property exposed by his construction operations. Contractor shall
make all necessary provisions for the support, protection, relocation, and/or temporary relocation
of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines,
electrical cables, drainage pipes, and all other utilities and structures both above and below
ground during construction. The Contractor is liable for all damages done to such existing
facilities as a result of his operations and any and all cost incurred for the protection and/or
temporary relocation of such facilities are deemed subsidiary work and the cost of same and shall
be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION
W ILL BE ALLOW ED.
� Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace
� or repair the utilities or service lines with the same type of original material and construction, or
� better, unless otherwise shown or noted on the plans, at his own cost and expense. The
� Contractor shall immediately notify the Owner of the damaged utility or service line. He shall
cooperate with the Owners of all utilities to locate existing underground facilities and notify the
( Engineer of any conflicts in grades and alignment.
Any and all permanent structures such as parking lot surface, fencing, and like structures on
either public or private property shall be replaced at no cost to the City by material of equal value
and quality as that damaged.
In case it is necessary to change or move the property of any owner of a public utility, such
property shall not be moved or interfered with until ordered to do so by the Engineer. The right is
reserved to the owner of public utilities to enter upon the limits of the project for the purpose of
making such changes or repairs of their property that may be made necessary by performance of
this contract.
The utility lines and conduits shown on the plans are for information only and are not guaranteed
by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on
the plans as the best information available at the time of design, from the owners of the utilities
involved and from evidences found on the ground.
� D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction
i� vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will
�� osizoioo SC-15
PART D - SPEGIAL CONDfTIONS
be the responsibility of the Contractor to protect both the new line and the existing lines from
these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new
pipe with a truck delivering new pipe to the site. Any damaqe to the existing or new pipe will be
repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City.
In locations where it is not permissible to cross the existing or proposed pipes without additional
protection the Contractor may elect to provide additional protection of the pipes so that more
frequent crossings of the pipes are allowed. It still is, however, the responsibility of the
Contractor to repair any damage to the existing or proposed lines, if the damage results from any
phase of his construction operation.
D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control
during the construction of this project consistent with the provisions set forth in the "1980 Texas
Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority
of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701 d
Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the
Contractor shall comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook
for Construction and Maintenance Work Areas.
The Contractor will not remove any regulatory sign, instructional sign, street name sign or other
sign which has been erected by the City. If it is determined that a sign must be removed to
permit required construction, the Contractor shall contact the Transportation/Public Works
Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the
case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign
meeting the requirements of the above-refe�enced manual and such temporary sign must be
installed prior to the removal of the permanent sign. If the temporary sign is not installed
correctly or if it does not meet the required specifications, the permanent sign shall be left in
place until the temporary sign requirements are met. When construction work is completed to the
extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs
and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place
until such reinstallation is completed.
1. The Contractor shall furnish barricades, flares, etc., for the protection of the public and the
work.
2. The cost of the traffic control is subsidiary work and the cost of same shall be included in
the price bid for pipe complete in place as bid in the Proposal, and no other compensation
will be allowed.
3. The Contractor shall furnish a traffic control plan to the City at the pre-construction
meeting. The cost for traffic control shall be subsidiary to the unit prices for this project.
D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or
removing of existing facilities shall be included in the linear foot bid price of the pipe except as
follows:
1. Separate payment will be made for removal of all fire hydrants, gate valves 16-inch and
larger, and sanitary sewer manholes regardless of location.
2. Payment will be made for salvaging, abandoning, and/or removing of all other existing
facilities when said facility is not being replaced in the same trench, i.e., when removal
requires a separate trenching operation.
osizoioo S C-16
PART D - SPECIAL CUNDITIONS
D-26 OMIT
D-27 DETOURS: The Contractor shall prosecute his work in such a manner as to create a
minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and
pedestrian traffic within the project area.
� D-28 BARRICADES AND WARNING SIGNS: Barricades, warning and detour signs shall
( conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524,
� and/or as shown on the plans. Construction signing and barricades shall conform with "1980
Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of.
(
� D-29 EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit
the project site and make such examinations and explorations as may be necessary to determine
� all conditions which may affect construction of this project. Particular attention should be given to
( methods of providing ingress and egress to adjacent private and public properties, procedures for
� protecting existing improvements and disposition of all materials to be removed. Proper
consideration should be given to these details during the preparation of the Proposal and all
( unusual conditions which may give rise to later contingencies should be brought to the attention
� of the Owner prior to the submission of the Proposal.
� D-30 ZONING COMPLIANCE: During the construction of this project, the Contractor shall
�- comply with present zoning requirements of the City of Fort Worth in the use of vacant property
, , for storage purposes.
( D-31 WATER FOR CONSTRUCTION: Water for construction will be furnished by the
� Contractor at his own expense.
D-32 WASTE MATERIAL: All waste material shall become the property of the Contractor and
shall be disposed of by the Contractor at locations approved by the Engineer. All material shall
be disposed of in such a manner as to present a neat appearance and to not obstruct proper
drainage or to cause injury to street improvements or to abutting property.
D-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup work shall be done for this project
as soon as all construction has been completed. No more than seven days shall elapse after
completion of construction before the roadway, right-of-way, or easement is cleaned up to the
satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work
before acceptance by the City of Fort Worth or its representative. This cleanup shall include
removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials,
and in general preparing the site of the work in an orderly manner and appearance. Final
acceptance of the completed project work shall be given by the City of Fort Worth Department of
Engineering.
D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times
unless otherwise directed by the Engineer.
D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: Prior to executing the
Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the
anticipated time for each phase of construction with starting and completion dates, including
sufficient time being allowed for cleanup.
�� D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following
t, procedures will be followed regarding the subject item on this contract:
�
�' osi2oioo SC-17
�
r
PART Q - SPECIAL CONDITIONS
1. 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 shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus.
The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS
EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES."
2. Equipment that may be operated within ten feet of high voltage lines shall have insulating
cage-type of guard about the boom or arm, except back hoes or dippers, and insulator
links on the lift hook connections.
3. When necessary to work within six feet of high voltage electric lines, notification shall be
given the power company (TXU) who will erect temporary mechanical barriers, de-
energize the lines, or raise or lower the lines. The work done by the power company shall
not be at the expense of the City of Fort Worth. The notifying department shall maintain
an accurate log of all such calls to TXU, and shall record action taken in each case.
4. The Contractor is required to make arrangements with the TXU company for the
temporary relocation or raising of high voltage lines at the Contractor's sole cost and
expense.
5. No person shall work within six feet of a high voltage line without protection having been
taken as outlined in Paragraph (3).
D-37 OMIT
D-38 SANITARY FACILITIES FOR WORKERS: Specific attention is directed to Section C6-6.4
of Part C— General Conditions of the Contract.
D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's
particular attention is directed to the requirements of Section C-6-6, "Legal Relations and
Responsibilities to the Public" of Part C— General Conditions of the Contract.
D-40 RIGHT TO AUDIT:
A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment
under this contract have access to and the right to examine and photocopy any directly
pertinent books, documents, papers and records of the Contractor involving transactions
relating to this contract. Contractor agrees that the City shall have access during normal
working hours to all necessary Contractor facilities and shall be provided adequate and
appropriate work space in order to conduct audits in compliance with the provisions of this
section. The City shall give Contractor reasonable advance notice of intended audits.
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect
that the subcontractor agrees that the City shall, under the expiration of three (3) years after
final payment under the subcontract, have access to and the right to examine and photocopy
any directly pertinent books, documents, papers and records of such subcontractor, involving
transactions to the subcontract, and further, that City shall have access during normal
working hours to all subcontractor facilities, and shall be provided adequate and appropriate
work space, in order to conduct audits in compliance with the provisions of this article
together with subsection (c) hereof. City shall give subcontractor reasonable advance notice
of intended audits.
osi2oioo SC-18
PART Q - SPEGIAL CONDITIONS
C. Contractor and subcontractor agree to photocopy such documents as may be requested by
the City. The City agrees ta reimburse Cantractor and subcontracfior for the costs of copies at
the rate published in the Texas Administrative Code.
D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are
approximate. It is the Contractor's sole responsibility to verify all pay item quantities prior to
submitting a bid.
When the quantity of the work to be done or materials to be furnished under any pay item of the
contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by
Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for
revised consideration on the portion of work above 125% of the quantity in the contract.
When the quantity of the work to be done or materials to be furnished under any pay item of the
contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by
Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for
revised consideration on the portion of work below 75% of the quantity stated in the contract.
This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this
contract.
� In the event Owner and Contractor are unable to agree on a negotiated price, Owner and
( Contractor agree that the consideration will be the actual field cost of the work plus 15% as
� described herein below, agreed upon in writing by the Contractor and Director of Department of
� Engineering and Contractor and Director of Department of Engineering and approved by the City
Council after said work is completed, subject to all other conditions of the contract. As used
( herein, field cost of the work will include the cost of all workmen, foremen, time keepers,
, f' mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually
used on such work only, plus all power, fuel, lubricants, water and similar operating expenses;
�(� and a ratable portion of premiums on performance and payment bonds, public liability, Workers
��' Compensation and all other insurance required by law or by ordinance. The Director of
Department of Engineering 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 work will be performed by the Contractor as an independent
� Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be
� paid to the Contractor shall cover and compensate him for profit, overhead, general supervision
and field office expense, and all other elements of cost and expense not embraced within the
�� actual field cost as herein specified. Upon request, the Contractor shall provide the Director of
�f , Department of Engineering access to all accounts, bills and vouchers relating thereto.
D-42 CUTTING OF CONCRETE: When existing concrete is cut, such cuts shall be made with
a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item.
D-43 PROJECT DESIGNATION SIGN: Project signs are required at all locations. It shall be in
accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or
posts. The exact locations and methods of mounting shall be approved by the Engineer. In
addition to the 4' x 8' project signs, project signs shall be attached to barricades used where
manhole rehabilitation or replacement is being conducted. Signs suspended from barricading
shall be placed in such a way that signs do not interFere with reflective paint or coloring on the
barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0"
by 2'-0" in size. The information box shall have the following information:
For Questions on this Project Call:
osizoioo S C-19
PART D - SPECIAL CONDITIONS
(817)871-8306 M-F 7:30 am to 4:30 p.m.
or
(817)871-8300 Nights and Weekends
Any and all cost for the required materials, labor, and equipment necessary for the furnishing of
Project Signs shall be considered as a subsidiary cost of the project and no additional
compensation will be allowed.
D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project
where mains are required to be placed under existing sidewalks and/or driveways, such
sidewalks and/or driveways shall be completely replaced for the full existing width, between
existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand
cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard
Specifications for Construction, Item 504.
At locations where mains are required to be placed under existing curb and gutter, such curb and
gutter shall be replaced to match type and geometry of the removed curb and gutter shall be
installed in accordance with City of Fort Worth Public Works Department Standard Specification
for Construction, Item 502.
Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances
required, shall be included in the square yard price of the bid item for concrete sidewalk or
driveway repair.
D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under
various bid items in the Proposal to establish unit prices for miscellaneous placement of material.
These materials shall be used only when directed by the Engineer, depending on field conditions.
Payment for miscellaneous placement of material will be made for only that amount of material
used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material
shall be in accordance with the General Contract Documents regardless of the actual amount
used for the project.
D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be
mechanically compacted unless the Contractor can furnish the Engineer with satisfactory
evidence the P.I. of the excavated material is less then 8.* Such evidence shall be a test report
from an independent testing laboratory and must include representative samples of soils in all
involved areas, with a map showing the location and depth of the various test holes.
If excavated materia! is obviously granular in nature, containing little or no plastic material, the
Engineer may waive the test report requirement.
See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.*"
* Revised 3/20/81
** Revised 4/20/81
D-47 CRUSHED LIMESTONE BACKFILL: Where specified on the plans or directed by the
Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall
conform to Public Works Standard Specifications for Street and Storm Drain Construction
Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill
and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction
Specifications, General Contract Documents.
osi2oioo SC-20
PART D - SPECIAL CONDITIQNS
Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal
multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of
Backfill Materials, Construction Specifications, General Contract Documents.
D-48 OMITTED
D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and
backfill under parking lots, driveways, gravel surfaced roads, within easements, and within
existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation
and Backfill of the General Contract Documents and Specifications except as specified herein.
A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the
stated maximum trench widths are exceeded, either through accident or otherwise, and if the
Engineer determines that the design loading of the pipe will be exceeded, the Contractor will
be required to support the pipe with an improved trench bottom. The expense of such
remedial measures shall be entirely the Contractor's own. All trenching operations shall be
confined to the width of permanent rights-of-way, permanent easements, and any temporary
construction easements. All excavation shall be in strict compliance with the Trench Safety
Systems Special Condition of this document.
B. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be
backfilled above the top of the embedment material with Type "C" backfill material.
Excavated material used for Type "C" backfill must be mechanically compacted unless the
Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated
material is less than 8. Such evidence shall be a test report from an independent testing
laboratory and must include representative samples of soils in all involved areas, with a map
showing the location and depth of the various test holes. If excavated material is obviously
granular in nature, containing little or no plastic material, the Engineer may waive the test
report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for
additional requirements. When Type "C" backfill material is not suitable, at the direction of the
Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches
in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material
specified in Figure(s) A-D shall be obtained from an approved source and shall consist of
durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter
and shall meet the following gradation:
Size Sieve % Refained
#4 0-5
#16 0-20
#50 0-50
#100 60-95
#200 90-100
(P.I. = 8 or less)
C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill.
Trenches which lie outside existing or future pavements shall be compacted to a minimum of
90% Standard Proctor Density (A.S.T.M. D698) by means of tamping only.
osizoioo SC-21
PART D - SPECIAL CQNDITI(�NS
Trenches which lie under existing or future pavement shall be backfilled per Figure A with
95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods.
Backfill material to be mechanically tamped must be within +-4% of its optimum moisture
content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of water
line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the
material being used and the operation can be performed without damage to the installed pipe.
The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on
all trench backfill. Any retesting required as a result of failure to compact the backfill material
to meet the standards will be at the expense of the Contractor and will be billed at the
commercial rates as determined by the City. These soil density tests shall be performed at
two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed
pipe and continuing to the top of the completed backfill at intervals along the trench not to
exceed 300 linear feet. The Contractor will be responsible for providing access and trench
safety system to the level of trench backfill to be tested. No extra compensation will be
allowed for exposing the backfill layer to be tested or providing trench safety system for tests
conducted by the City.
D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and
labor costs of excavation and backfill will be included in the price bid per linear foot of water
and sewer pipe.
D-50 PAVEMENT REPAIR (E2-19�: The unit price bid under the appropriate bid item of the
proposal shall cover all cost for providing pavement repair equal to or superior in composition,
thickness, etc., to existing pavement as detailed in the Public Works Department typical sections
for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5.
All required paving cuts shall be made with a concrete saw in a true and straight line on both
sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be
backfilled and the top nine (9) inches shall be filled with required materials as shown on paving
details, compacted and level with the finished street surface. This finished grade shall be
maintained in a serviceable condition until the paving has been replaced. All residential
driveways shall be accessible at night and over weekends.
It has been determined by the Transportation and Public Works Department that the strip of
existing HMAC pavement between the existing gutter and the edge of the trench pavement repair
will not hold up if such strip of existing pavement is two (2) feet or less in width.
Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip
of the existing gutter, the Contractor shall be required to remove the existing paving to such
gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches
outside the trench wall nearest the center of the street to the gutter line.
The pavement shall be replaced within a maximum of five (5) working days, providing job
placement conditions will permit repaving. If paving conditions are not suitable for repaving, in
the opinion of the Owner, the repaving shall be done at the earliest possible date.
A permit must be obtained from the Department of Engineering Construction Services Section by
the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility
cuts in the street. The Department of Engineering will inspect the paving repair after construction.
This permit requirement may be waived if work is being done under a Performance Bond and
inspected by the Department of Engineering. •
osi2oioo S C-22
PART D - SPECIAL CONDITI�NS
D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY:
A. GENERAL: This specification covers the trench safety requirements for all trench
excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The
requirements of this item govern all trenches for mains, manholes, vaults, service lines, and
all other appurtenances. The design for the trench safety shall be signed and sealed by a
Registered Professional Engineer licensed in Texas.
B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and
Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby
made a part of this specification and shall be the minimum governing requirements for trench
safety.
C. DEFINITIONS:
TRENCHES - A trench is referred to as a narrow excavation made below the surface of
the ground in which the depth is greater than the width, where the width measured at the
bottom is not greater than fifteen (15) feet.
2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a
series of horizontal level or steps, usually with vertical or near-vertical surfaces between
levels.
3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined
away from the excavation.
4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or
"trench shields". Shield means a structure that is able to withstand the forces imposed on
it by a cave-in and protect workers within the structure. Shields can be permanent
structures or can be designed to be portable and move along as the work progresses.
Shields can be either pre-manufactured or job-built in accordance with OSHA standards.
5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical
or timer system that supports the sides of a trench and which is designed to prevent cave-
ins. Shoring systems are generally comprised of cross-braces, vertical rails, (uprights),
horizontal rails (wales) and/or sheeting.
D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing
ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be
based on the linear foot amount of trench depth greater than five (5) feet.
E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools,
materials, equipment and incidentals necessary for the installation and removal of trench
safety systems.
D-52 SANITARY SEWER MANHOLES:
A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes
will be required as shown on the plans, and/or as described in these Special Contract
Documents in addition to those located in the field and identified by the Engineer. All
manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes,
Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract
osizoioo SC-23
PART D - SPECIAL CONDfTIQNS
Documents and Specifications, unless amended or superseded by requirements of this
Special Condition.
1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as
per Figure 121.
2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be
installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with
Fort Worth Water Department Standard E100-4 and shall be fitted and installed according
to the manufacturer's recommendations. Stainless Steel manhole inserts shall be
required for all pipe diameters 18" and greater.
3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole
shall be sealed on the outside of the manhole with Ram-Nek or an approved equal
sealant. The lift hole shall be sealed on the inside of the manhole with quick setting
cement grout.
4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands
shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the
surrounding ground. Backfill shall provide a uniform slope from the top of manhole
casting for not less than three (3) feet each direction to existing finish grade of the ground.
The grade of all surfaces shall be checked for proper slope and grade by string lining the
entire area regarded near the manhole.
Manholes in open fields, unimproved land, or drainage courses shall be at an elevation
shown on the drawings or minimum of 6 inches above grade.
5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames
and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots.
Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap
between the frame and cover. Bearing surfaces shall be machine finished. Locking
manhole lids and frames will be restricted to locations within the 100-year floodplain and
areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and
Frames are acceptable for use where locking lids are specified.
6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when
manhole depth is four (4) feet or less. All shallow cone manholes shall be built in
accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and
frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED.
7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole.
8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with
two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46-
450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness.
9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole
sections constructed for the City of Fort Worth Water Department, excluding only the
joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint
sealants as per Figure M.
This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent-
Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded
osi2oioo SC-24
PART D - SPECIAL GQNQITIONS
pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended
by the manufacturer and approved by the Engineer. The joint sealer shall be protected by
a suitable removable wrapper and shall not in any way depend on oxidation, evaporation,
or any other chemical action for either its adhesive properties or cohesive strength. The
Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing
regardless of the length of time it is exposed to the elements. The manufacturer shall
furnish an affidavit attesting to the successful use of the product as a pre-formed flexible
joint sealant on concrete pipe and manhole sections for a period of at least five years.
B. EXECUTION:
INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame
shall be sealed with the above specified materials. All surfaces to be in contact with the
joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A
primer shall be applied to all surfaces prior to installing the joint sealant in accordance with
the recommendations by the manufacturer. The protective wrapper shall remain on the
joint sealant until immediately prior to the placement of the pipe in the trench. After
removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and
cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer.
Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint
sealer.
� 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full
( depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole
� frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench
�� nearly vertical.
( Remove manhole frame from the manhole structure and observe the condition of the
��� frame and grade rings. Any frame or grade ring that is not suitable for use as determined
h by the Engineer shall be replaced. Grade rings that are constructed of brick, block
I( materials other than pre-cast concrete rings, or where necessary and approved by the
� Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a
��F pre-cast concrete flattop section will be the only adjustments allowed.
In brick or block manholes, replace the upper portion of the manhole to a point 24 inches
below the frame. If the walls or cone section below this level are structurally unsound,
notify the Engineer prior to replacement of the grade rings and manhole frame. Existing
brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense.
Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose
debris. Coat exposed manhole surfaces with an approved bonding agent followed by an
application of a quick setting hydraulic cement to provide a smooth working surface.
If the inside diameter of the manhole is too large to safely support new adjustment rings
or frames, a flat top section shall be installed.
Joint surfaces between the frames, adjustment rings, and cone section shall be free of
dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint
material along the inside and outside edge of each joint, or use trowelable material in lieu
of pre-formed gasket material. Position the butt joint of each length of joint material on
opposite sides of the manhole. No steel shims, wood, stones, or any material not
specifically accepted by the Engineer may be used to obtain final surface elevation of the
manhole frame.
osizoioo SC-25
PART D - SPECIAL CONDITIONS
In paved areas or future paved areas, castings shall be installed by using a straight edge
not less than ten (10) feet long so that the top of the casting will conform to the slope and
finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the
finished elevation. Allowances for the compression of the joint material shall be made to
assure a proper final grade elevation.
3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with
two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46-
450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness.
4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire
brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint
sealant f�om 6-inches below to 6-inches above the joint. The coated joint shall then be
wrapped with 6 mil plastic to protect the sealant from damage during backfilling.
C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include
all labor, equipment, and materials necessary for construction of the manhole including, but
not limited to, joint sealing, lift hole sealing and exterior surFace coating and pavement repair.
The price bid for reconstruction of existing manholes shall include all labor equipment and
materials necessary for construction of new manhole, including, but not limited to, excavation,
backfill, disposal of materials, joint sealing, lift hole sealing, exterior surFace coating and
pavement repair.
The price bid for adjusting and/or sealing of existing manholes shall include all labor,
equipment and materials necessary for adjusting and/or sealing the manhole, including but
not limited to, joint sealing, lifthole sealing, and exterior surface coating.
Payment for concrete collars will be made per each. Payment for manhole inserts will be
made per each.
D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, replacement, or
new sanitary sewer service shall be required as shown on the plans, and/or as described in these
Special Contact Documents in addition to those located in the field and identified by the Engineer
as active sewer taps. The service connections shall be constructed by the Contractor utilizing
standard factory manufactured tees. City approved factory manufactured saddle taps may be
used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees
shall be made on a case by case basis. The Contractor shall be responsible for coordinating the
scheduling of tapping crews with building owners and the Engineer in order that the work be
perFormed in an expeditious manner. A minimum of 24 hours advance notice shall be given
when taps will be required. Severed service connections shall be maintained as specified in
section C6-6.15.
A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the
Contractor shall vertically adjust the existing sewer service line as required for reconnection
and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum
bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid
any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be
replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer
services on sewers being rehabilitated using pipe enlargement methods shall be replaced to
the property or easement line or as directed by the Engineer. Procedures listed below for
Sewer Service Replacement shall be adhered to for the installation of any sewer service line
osi2oioo SC-26
PART D - SPECIAL CONDITI4NS
including the incidental four (4) feet of service line which is included in the price bid for
Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four
(4) feet of service line and all other associated appurtenances required shall be included in
the price bid for Sanitary Sewer Taps. .
B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during
construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer
as required for the connection of the sewer service line. If the sewer service line is in such
condition or adjustment necessitates the .replacement of the sewer service line, all work shall
be performed by a licensed plumber. The length of the replacement shall be determined by
the Engineer. All sewer services shall be installed at a minimum of two (2) percent slope or
as approved by the Engineer. Connection to the existing sewer service line shall be made
with appropriate adapter fitting. The fitting shall be a urethane or neoprene coupling A.S.T.M.
C-425 with series 300 stainless steel compression straps.
,�- The contractor shall utilize schedule 40 PVC for all sanitary sewer service re-routes or
relocations located on private property. Furthermore, the contractor shall utilize the services
�( of a licensed plumber for all service line work on private property. Permit(s) must be obtained
'� from the City of Fort Worth Development Department for all service line work on private
property and all service line work on private property must be approved by a City of Fort
( Worth Plumbing Inspector.
Payment for work and materials such as backfill, pipe fittings, surface restoration on private
property (to match existing), and all other associated work for service replacements in excess
of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service
line replacement on private property or public right of way, Payment for all work and material
involving the "tap" shal� be included in the price bid for sanitary sewer service taps.
D-54 NOT USED
D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES: Any
removal, salvaging and/or abandonment of existing facilities will necessarily be required as
shown on the plans, and/or described in these Special Contract Documents in addition to those
located in the field and identified by the Engineer. This work shall be done in accordance with
Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract
Documents and Specifications, unless amended or superseded by requirements of this Special
Condition.
A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and
meter box shall be removed and returned to the Water Department warehouse by the
Contractor in accordance with Section E2-1.5 Salvaging of Materials.
B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water
meter and concrete vault lid shall be removed and returned to the Water Department
warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The
concrete vault shall be demolished in place to a point not less than 18 inches below final
grade. The concrete vault shall then be backfilled and compacted in accordance with backfill
method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated
material approved by the Engineer. SurFace restoration shall be compatible with existing
surrounding surface and grade.
osi2oioo SC-27
PART D - SPECIAL CONDIT[ONS
C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and
returned to the Water Department warehouse by the Contractor in accordance with Section
E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance
with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable
excavated material approved by the Engineer. Surface restoration shall be compatible with
existing surrounding surface and grade.
D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be
removed and returned to the Water Department warehouse by the Contractor in accordance
with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal
shall be backfilled and compacted in accordance with backfill method as specified in Section
E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the
Engineer. Surface restoration shall be compatible with existing surrounding surface and
grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no
less than 18" below final grade.
E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be
abandoned by first closing the valve to the fully closed position and demolishing the valve box
in place to a point not less than 18 inches below final grade. Concrete shall then be used as
backfill material to match existing grade.
F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top
slab and lid removed and vault walls demolished to a point not less than 18" below final
grade. The void area caused shall then be backfilled and compacted in accordance with
backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable
excavated material approved by the Engineer. Surface restoration shall be compatible with
the existing surrounding grade.
G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes
entering or exiting the structure plugged with lean concrete. Manhole top or cone section
shall be removed to the top of the full barrel diameter section, or to point not less than 18
inches below final grade. The structure shall then be backfilled and compacted in accordance
with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either
clean washed sand of clean, suitable excavated material approved by the Engineer. Surface
restoration shall be compatible with surrounding service surface. Payment for work involved
in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in
the appropriate bid item - Abandon Existing Sewer Manhole.
H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting
the structure disconnected. The complete manhole, including top or cone section, all full
barrel diameter section, and base section shall be removed. The excavation shall then be
backfilled and compacted in accordance with backfill method as specified in Section E2-2.9
Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the
Engineer. Surface restoration shall be compatible with surrounding surface.
CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be
required to cut, plug, and block existing water mains/services or sanitary sewer
mains/services in order to abandon these lines. Cutting and plugging existing mains and/or
services shall be considered as incidental and all costs incurred wil� be considered to be
included in the linear foot bid price of the pipe, unless separate trenching is required.
J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be
the Contractor's responsibility to properly dispose of all removed pipe. All removed valves,
osi2oioo SC-28
(
�
(
PART D - SPECIAL CONDITIC�NS
fire hydrants and meter boxes shall be delivered to Water Department Field Operation, --
Storage Yard.
( K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or
� removing existing facilities shall be included in the linear foot bid price of the pipe, except as
follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch
( and larger, and sanitary sewer manholes, regardless of location.
(
� Payment will be made for salvaging, abandoning and/or removing all other existing facilities
when said facility is not being replaced in the same trench (i.e., when removal requires a
( separate trench).
� D-56 DETECTABLE WARNING TAPES: Detectable underground utility warning tapes which
�
t can be located from the surface by a pipe detector shall be installed directly above non-metallic
� water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen
f� Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid
_ aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis,
�( acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the
� tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit weight
i� of 2'/z pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as
f ( follows:
Type of Utility
Water
Sewer
Co/or Code
Safety Blue
Safety Green
Le_qends
Caution! Buried Water Line Below
Caution! Buried Sewer Line Below
Installation of detectable tapes shall be per manufacturer's recommendations and shall be as
close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18
inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking,
detectable tapes, and all other associated appurtenances required shall be included in the unit
price bid for the appropriate bid item(s).
D-57 PIPE CLEANING: Joints shall be wiped and then inspected for proper installation by the
inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night
plug shall be installed on all exposed pipe ends during any period of work stoppage.
D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General Conditions,
Section C6-6.8 Barricades, Warnings, and Watchmen:
A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word
Flagmen.
B. In the first paragraph, lines five (5) and six (6), change the phrase "take all such other
precautionary measures" to "take all reasonable necessary measures".
D-59 DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material,
the Contractor shall advise the Director of Engineering Department, acting as the City of Fort
Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the
Contractor intends to dispose of such material. Contractor shall not dispose of such material until
the proposed sites have been determined by the Administrator to meet the requirements of the
Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must
osi2oioo SC-29
PART D - SPECIAL CONQITIQNS
be approved by the Administrator to ensure that filling is not occurring within a floodplain without --
a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No
fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal
sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a
known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any
expenses associated with obtaining the fill permit, including any necessary Engineering studies,
shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill
material at a site without a fill permit or a letter from the administrator approving the disposal site,
upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill
material at its expense and dispose of such materials in accordance with the Ordinances of the
City and this section.
D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute
a release of inechanics and materialmen's liens upon receipt of payment.
D=S'! S�BSTlTl��101dS: The specifications for materials set out the minimum standard of
quality which the City believes necessary to procure a satisfactory project. No substitutions will
be permitted until the Contractor has received written permission of the Engineer to make a
substitution for the material which has been specified. Where the term "or equal", or "or
approved equal" is used, it is understood that if a material, product, or piece of equipment bearing
the name so used is furnished, it will be approvable, as the particular trade name was used for
the purpose of establishing a standard of quality acceptable to the City. If a product of any other
name is proposed for use, the Engineer's approval thereof must be obtained before the proposed
substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not
used in the specifications, this does not necessarily exclude alternative items or material or
equipment which may accomplish the intended purpose. However, the Contractor shall have the
full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as
the representative of the City, shall be the sole judge of the acceptability of substitutions. The
provisions of this sub-section as related to "substitutions" shall be applicable to all sections of
these specifications.
D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER
A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be
abandoned, removed (except where being replaced in the same location), or rehabilitated
(pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned,
and a television inspection performed to identify any active sewer service taps, other sewer
laterals and their location. Work shall consist of furnishing all labor, material, and equipment
necessary for the cleaning and inspection of the sewer lines by means of closed circuit
television. Satisfactory precautions shall be taken to protect the sewer lines from damage
that might be inflicted by the improper use of cleaning equipment.
HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line
cleaning equipment shall be constructed for easy and safe operation. The equipment
shall also have a selection of two or more high-velocity nozzles. The nozzles shall be
capable of producing a scouring action from 15 to 45 degrees in all size lines designated
to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring
manhole walls and floor. The gun shall be capable of producing flows from a fine spray to
a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps,
and hydraulically driven hose reel.
Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such
a way that a portion of the dam may be collapsed at any time during the cleaning
osizoioo SC-30
PART D - SPECIAL CONDITI�NS
operation to protect against flooding of the sewer. The movable dam shall be equal in
diameter around the outer periphery to ensure removal of grease. If sewer cleaning balis
or other equipment which cannot be collapsed is used, special precautions to prevent
flooding of the sewers and public or private property shall be taken. The flow of sewage
present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning
devices whenever possible.
t 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using
� high-velocity jet equipment. The equipment shall be capable of removing dirt, grease,
, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If
( cleaning of an entire section cannot be successfully performed from one manhole, the
� equipment shall be set up on the other manhole and cleaning again attempted. If, again,
successful cleaning cannot be performed or equipment fails to traverse the entire
{ manhole section, it will be assumed that a major blockage exists, and the cleaning effort
� shall be abandoned. When additional quantities of water from fire hydrants is necessary
t. to avoid delay in normal working procedures, the water shall be conserved and not used
unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by
� the hydrant. Before using any water from the City Water Distribution System, the
� Contractor shall apply for and receive permission from the Water Department. The
Contractor shall be responsible for the water meter and related charges for the setup,
( including the water usage bill. All expenses shall be considered incidental to cleaning.
3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid
or semisolid material resulting from the cleaning operation shall be removed at the
downstream manhole of the section being cleaned. Passing material from manhole
section to manhole section, which could cause line stoppages, accumulations of sand in
wet wells, or damage pumping equipment, shall not be permitted.
4. All solids or semisolid resulting from the cleaning operations shall be removed from the
site and disposed of at a site designated by the Engineer. All materials shall be removed
from the site no less often than at the end of each workday and disposed of at no
additional cost to the City.
5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM
BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS
OR SANITARY SEWER MANHOLES.
( 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection
�" shall be one specifically designed and constructed for such inspection. Lighting for the
�, camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The
;� camera shall be operative in 100% humidity conditions. The camera, television monitor,
!(" and other components of the video system shall be capable of producing picture quality to
�� the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no
i� payment will be made for an unsatisfactory inspection.
B. EXECUTION:
osi2oioo
TELEVISION INSPECTION: The camera shall be moved through the line in either
direction at a moderate rate, stopping when necessary to permit proper documentation of
any sewer service taps. In no case will the television camera be pulled at a speed greater
than 30 feet per minute. Manual winches, power winches, TV cable, and powered
rewinds or other devices that do not obstruct the camera view or interfere with proper
documentation shall be used to move the camera through the sewer line.
SG31
PAR�' � - SP�CIAL CONDI�'IONS
When manually operated winches are used to pull the television camera through the line,
telephones or other suitable means of communications shall be set up between the two
manholes of the section being inspected to ensure good communications between
members of the crew.
The importance of accurate distance measurements is emphasized. All television
inspection video tapes sha�l have a footage counter. Measurement for location of sewer
service taps shall be above ground by means of ineter device. Marking on the cable, or
the like, which would require interpolation for depth of manhole, will not be allowed.
Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or
other suitable device, and the accuracy shall be satisfactory to the Engineer.
The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at
the option of the Contractor. The cost of retrieving the Television camera, under all
circumstances, when it becomes lodged during inspection, shall be incidental to
Television inspection.
2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept
by the Contractor and will clearly show the location in relation to an adjacent manhole of
each sewer service taps observed during inspection. In addition, other points of
significance such as locations of unusual conditions, roots, storm sewer connections,
broken pipe, presence of scale and corrosion, and other discernible features will be
recorded, and a copy of such records will be supplied to the City.
3. PHOTOGRAPHS:
television picture
Engineer, as lon�
operations.
Instant developing, 35 mm, or other standard-size photographs of the
of problems shall be taken by the Contractor upon request of the
� as such photographing does not interfere with the Contractor's
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
shall be furnished to the City for review immediately upon completion of the television
inspection and may be retained a maximum of 30 calendar days.
Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes
will be returned to the Contractor upon completion of review by the Engineer. Tapes shall
not be erased without the permission of the Engineer.
If the tapes are of such poor quality that the Engineer is unable to evaluate the condition
of the sewer line or to locate service connections, the Contractor shall be required to re-
televise and provide a good tape of the line at no additional cost to the City. If a good
tape cannot be provided of such quality that can be reviewed by the Engineer, no
payment for televising this portion shall be made. Also, no payment shall be made for
portions of lines not televised or portions where manholes cannot be negotiated with the
television camera.
THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION
FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the
tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary
osi2oioo SC-32
PART D - SPEGIAL CONDfTIONS
sewer are to be corrected. Tapes will be returned to the Contractor upon completion of
review by the Engineer.
All costs associated with this work shall be incidental to unit prices bid for items under
Television Inspection of the Proposal.
C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF
SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of
sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall
provide the Engineer with tapes of a quality that the particular piece of sewer can be readily
evaluated as to existing sewer conditions and for providing appropriate means for review of
the tapes by the Engineer including collection and removal, transportation and disposal of
sand and debris from the sewers to a legal dump site.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to
provide video image required for line analysis.
The primary purpose of cleaning is for television inspection and rehabilitation; when a portion
of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall
be incidental and no payment shall be made.
� The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
f, passage of a camera. The methods used for securing passage of the camera are to be at
( the option of the Contractor, and the costs must be included in the bid price for TV
� Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes
lodged during inspection, shall be incidental to TV Inspection.
The item shall also include all costs of installing and maintaining
required to provide reliable, regular sewer service to the area residents
shall be incidental to the project.
D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES
any bypass pumping
. All bypass pumping
A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer
manholes.
B. EXECUTION:
1. TEST PROCEDURE:
shall be plugged, and
prior to testing.
Manholes shall be tested with all connections in place. Lift holes
all drop-connections and gas sealing connections shall be installed
i
F The sewer lines entering the manhole shall be plugged and braced to prevent the plugs
,� from being drawn into the manhole. The plugs shall be installed in the lines beyond the
drop-connections, gas sealing connections, etc. The test head shall be placed inside the
I{ frame at the top of the manhole and inflated in accordance with the manufacturer's
� recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the
i( vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read
��° after the required test time. The required test time shall be determined from the Table I
� below in accordance with ASTM C1244-93:
�
�
, �.
osi2oioo SC-33
RART Q - SPEGIAL CONDITIONS
Table I
MINIMUM TIME REQUIRED FOR VACUUM DROP
OF 1" Hg (10"Hg - 9"Hg) (SEC)
Depth of MH. 48-Inch Dia. 60-Inch Dia.
(FT.) Manhole Manhole
0 to 16' 40 sec. 52 sec.
18' 45 sec. 59 sec.
20' 50 sec. 65 sec.
22' 55 sec. 72 sec.
24' 59 sec. 78 sec.
26' 64 sec. 85 sec.
28' 69 sec. 91 sec.
30' 74 sec. 98 sec.
For Each 5 sec. 6 sec.
Additional 2'
2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of
vacuum is less than one-inch of inercury (1" Hg) after the required test time. Any
manhole which fails to pass the initial test must be repaired with a suitable material which
conforms to the construction material of the manhole. The manhole shall be retested as
described above until it has successfully passed the test.
Following completion of a successful test, the manhole shall be restored to its normal
condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be
removed and disposed of in a manner satisfactory to the Engineer.
C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the
contract price per each vacuum test. This price shall include all material, labor, equipment,
and all incidentals, including all bypass pumping, required to complete the test as specified
herein.
D-64 BYPASS PUMPING: The Contractor shall bypass the sewage around the section or
sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging
existing upstream manhole and pumping the sewage into a downstream manhole or adjacent
system or other method as may be approved by the Engineer. The pump and bypass lines shall
be of adequate capacity and size to handle the flow without sewage backup occurring to facilities
connected to the sewer. Provisions shall be made at driveways and street crossings to permit
safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will
the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental
to rehabilitation or replacement of the sewer line.
D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER:
A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television
inspection performed. Work shall consist of furnishing all labor, material, and equipment
necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory
precautions shall be taken to protect the sewer lines from damage that might be inflicted by
the improper use of cleaning equipment.
osizoioo S C-34
PART D - SPECIAL CONDITIONS
B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection
shall be one specifically designed and constructed for such inspection. Lighting for the
camera shali be operative in 100% humidity conditions. The camera, television monitor, and
other components of the video system shall be capable of producing picture quality to the
satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no
payment will be made for an unsatisfactory inspection.
C. EXECUTION:
�' 1. TELEVISION INSPECTION: The camera shall be moved through the line in either
direction at a moderate rate, stopping when necessary to permit proper documentation of
� any sewer service taps. In no case will the television camera be pulled at a speed greater
i
� than 30 feet per minute. Manual winches, power winches, TV cable, and powere
� rewinds or other devices that do not obstruct the camera view or interfere with proper
documentation shall be used to move the camera through the sewer line.
When manually operated winches are used to pull the television camera through the line,
telephones or other suitable means of communications shall be set up between the two
manholes of the section being inspected to ensure good communications between
members of the crew.
The importance of accurate distance measurements is emphasized. All television
inspection video tapes shall have a footage counter. Measurement for location of sewer
service taps shall be above ground by means of ineter device. Marking on the cable, or
the like, which would require interpolation for depth of manhole, will not be allowed.
Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or
other suitable device, and the accuracy shall be satisfactory to the Engineer.
� The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
f passage of a camera. The methods used for securing passage of the camera are to be at
( the option of the Contractor. The cost or retrieving the Television camera, under all
� cireumstances, when it becomes lodged during inspection, shall be incidental to
Television inspection.
Sanitary sewer mains must be laced with enough water to fill all
inspection must be done immediately following the lacing of the
If sewer is active, flow must be restricted to provide a clea
inspected.
low pints. The television
main with no water flow.
r image of sewer being
2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept
by the Contractor and will clearly show the location in relation to an adjacent manhole of
each sewer service tap observed during inspection. All television logs shall be referenced
to stationing as shown on the plans. A copy of these television logs will be supplied to the
City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
television picture of problems shall be taken by the Contractor upon request of the
Engineer, as long as such photographing does not interFere with the Contractor's
operations.
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
osi2oioo SC-35
' � ' ' �q ���e _ . _ — _ _... ..e _. - —
PART D - SPECIAL CONDITIONS
shall be furnished to the City for review immediately upon completion of the television _
inspection and may be retained a maximum of 30 calendar days. Equipment shall be
provided to the City by the Contractor for review of the tapes. Tapes will be returned to
the Contractor upon completion of review by the Engineer. Tapes shall not be erased
without the permission of the Engineer.
If the tapes are of such poor qualitv that the Enqineer is unable to evaluate the condition
of the sewer line or to locate service connections the Contractor shall be required to re-
televise and provide a qood tape of the line at no additional cost to the Citv. If a good
tape cannot be provided of such quality that can be reviewed by the Engineer, no
payment for televising this portion shall be made. Also, no payment shall be made for
portions of lines not televised or portions where manholes cannot be negotiated with the
television camera.
D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY
SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be
per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a
quality that the particular piece of sewer can be readily evaluated as to sewer conditions and
for providing appropriate means for review of the tapes by the Engineer.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to
provide video image required for line analysis. The quantity of TV inspection shall be
measured as the total length of new pipe installed. All costs associated with this work shall be
included in the appropriate bid item - Post-Construction Television Inspection.
The item shall also include all costs of installing and maintaining
required to provide reliable, regular sewer service to the area residents
shall be incidental to the project.
D-66 SAMPLES AND QUALITY CONTROL TESTING:
any bypass pumping
. All bypass pumping
A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all
materials proposed to be used on the project, including a mix design for any asphaltic and/or
Portland cement concrete to be used, and gradation analysis for sand and crushed stone to
be used along with the name of the pit from which the material was taken. The contractor
shall provide manufacturer's certifications for all manufactured items to be used in the project
and will bear any expense related thereto.
B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine
days prior to the placing of concrete using the same aggregate, cement, and mortar which
are to be used later in the concrete. The Contractor shall provide a certified copy of the test
results to the City.
C. Quality control testing of in-place material on this project will be performed by the city at its
own expense. Any retesting required as a result of failure of the material to meet project
specifications will be at the expense of the contractor and will be billed at commercial rates as
determined by the City. The failure of the City to make any tests of materials shall in no way
relieve the contractor of its responsibility to furnish materials and equipment conforming to the
requirements of the contract.
D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations
requiring testing. The Contractor shall provide access and trench safety system (if required)
osizoioo SC-36
PART D - SPECIAL CONDITI�NS
for the site to be tested, and any work effort involved is deemed to be included in the unit _
price for the item being tested.
E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to
the job site. The ticket shall specify the name of the pit supplying the fill material.
D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL:
� A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water
( pollution control measures deemed necessary by the Engineer for the duration of the
�' contract. These control measures shall at no time be used as a substitute for the permanent
control measures unless otherwise directed by the Engineer and they shall not include
� measures taken by the CONTRACTOR to control conditions created by his construction
t� operations. The temporary measures shall include dikes, dams, berms, sediment basins,
� fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble
liners, baled-hay retards, dikes, slope drains and other devices.
B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth
and the authority to limit the surface area of erodible-earth material exposed by preparing
right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by
excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control
measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or
other areas of water impoundment. Such work may involve the construction of temporary
berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats,
seeding, or other control devices or methods directed by the Engineer as necessary to control
soil erosion. Temporary pollution-control measures shall be used to prevent or correct
erosion that may develop during construction prior to installation of permanent pollution
control features, but are not associated with permanent control features on the project. The
Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and
borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the
finish grading, mulching, seeding, and other such permanent pollution-control measures
current in accordance with the accepted schedule. Should seasonal conditions make such
limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed
by the Engineer.
Waste or disposal areas and construction roads shall be located and constructed in a
manner that will minimize the amount of sediment entering streams.
2. When work areas or material sources are located in or adjacent to live streams, such
areas shall be separated from the stream by a dike or other barrier to keep sediment from
entering a flowing stream. Care shall be taken during the construction and removal of
such barriers to minimize the muddying of a stream.
3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other
obstructions placed during construction operations that are not a part of the finished work.
4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and
reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall
conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes
and reservoirs and to avoid interference with movement of migratory fish.
osi2oioo
SC-37
PART D - SPECIAL CONDITIOfVS
C. MEASUREMENT AND PAYMENT: All work,
temporary erosion control shall be considered
be given for this work.
materials and equipment necessary to provide
subsidiary to the contract and no extra pay wili
D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor
shall provide ingress and egress to the property being crossed by this construction and adjacent
property when construction is not in progress and at night. Drives shall be left accessible at
night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize
obstruction of access to drives and property during the progress of construction. Notification
shall be made to an owner prior to his driveway being removed and/or rebuilt.
D-69 PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the
Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored
after completion of the work, to a condition equal to or better than existed prior to start of work.
Any trees or other landscape features scarred or damaged by the Contractor's operations shall
be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work
will be permitted only by experienced workmen in an approved manner (No trimming or pruning
without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly
treated as soon as possible with a tree wound dressing.
D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to
original grade and condition after completion of his operations subject to approval of the
Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-
tenth (0.1) of a foot.
D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in
the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid
to be considered responsive. Products and processes listed in the "City of Fort Worth Standard
Product List, shall be considered to meet City of Fort Worth minimum technical requirements.
D-72 OMITTED
D-73 TOPSOIL, SODDING, SEEDING & HYDROMULCHING: This item shall be performed in
accordance with the City of Fort Worth Parks and Community Services Department
Specifications for Topsoil, Sodding and Seeding.
1. TOPSOIL
DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of
topsoil, free from rock and foreign material, in all parkways and medians to the lines and
grades as established by the Engineer.
CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to
supplement material secured from street excavation. All excavated materials from streets
which is suitable for topsoil will be used in the parkways and medians before any topsoil is
obtained from a borrow source. Topsoil material secured from street excavation shall be
stockpiled at locations approved by the Engineer, and at completion of grading and paving
operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6)
inches of compacted depth of topsoil parkways.
2. SODDING
osi2oioo SC-38
- . :__. . _.r.sc
PART D - SPECIAL CC�NDITIONS
DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. -
Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on
embankments or cut slopes, or in such areas as designated on the Drawings and in
accordance with the requirements of this Specification. Recommended Buffalo grass
varieties for sodding are Prairie and 609.
MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass
secured from sources where the soil is fertile. Sod to be placed during the dormant state of
these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a
healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum
thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy,
virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness
of native soil attached to the roots.
The sod shall be free from obnoxious weeds or other grasses and shall not contain any
matter deleterious to its growth or which might affect its subsistence or hardiness when
transplanted. Sod to be placed between curb and walk and on terraces shall be the same
type grass as adjacent grass or existing lawn.
Care shall be taken at all times to retain native soil on the roots of the sod during the process
of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug
until planted. When so directed by the Engineer, the sod existing at the source shall be
watered to the extent required prior to excavating. Sod material shall be planted within three
days after it is excavated.
CONSTRUCTION METHODS: After the designated areas have been completed to the lines,
grades, and cross-sections shown on the Drawings and as provided for in other items of the
contract, sodding of the type specified shall be performed in accordance with the
requirements hereinafter described. Sodding shall be either "spoY' or "block"; either
Bermuda, Buffalo or St. Augustine grass.
a. Spot Sodding
Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the
dimensions shown on the Drawings, shall be opened on areas to be sodded. In all
furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch
centers at proper depth so that the top of the sod shall not be more than one-half (1/2)
inch below the finished grade. Holes of equivalent depth and spacing may be used
instead of furrows. The soil shall be firm around each block and then the entire sodded
area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five
(25) pounds per square inch compression. Hand tamping may be required on terraces.
b. Block Sodding.
osi2oioo
At locations on the Drawings or where directed, sod blocks shall be carefully placed on
the prepared areas. The sod shall be so placed that the entire designated area shall be
covered, and any voids left in the block sodding shall be filled with additional sod and
tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact
solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to
the height or slope of the surface or nature of the soil, shall,. upon direction of the
Engineer, be pegged with wooden pegs driven through the sod block to the firm earth,
sufficiently close to hold the block sod firmly in place.
SC-39
aT • _ �—..-_� - - -- —_ �-
PART D - SPECIAL CONDITIOfVS
When necessary, the sodded areas shall be smoothed after planting has been completed -
and shaped to conform to the cross-section previously provided and existing at the time
sodding operations were begun. Any excess dirt from planting operations shall be spread
uniformly over the adjacent areas or disposed of as directed by the Engineer so that the
completed surface will present a sightly appearance.
The sodded areas shall be thoroughly watered immediately after they are planted and
shall be subsequently watered at such times and in a manner and quantity directed by the
Engineer until completion and final acceptance of the project by the City of Fort Worth.
3. SEEDING
DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a
mixture of seed of the kind specified along and across such areas as may be designated on
the Drawings and in accordance with these Specifications.
MATERIALS:
a. General. All seed used must carry a Texas Testing Seed label showing purity and
germination, name, type of seed, and that the seed meets all requirements of the Texas
Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis
shown on each tag shall be within nine (9) months of time of delivery to the project. Each
variety of seed shall be furnished and delivered in separate bags or containers. A sample
of each variety of seed shall be furnished for analysis and testing when directed by the
Engineer.
The specified seed shall equal or exceed the following percentages of Purity and
germination:
Common Name
Common Bermuda Grass
Annual Rye Grass
Tall Fescue
Western Wheatgrass
Buffalo Grass Varieties
Top Gun
Cody
Purity
95%
95%
95%
95%
95%
95%
Germination
90%
95%
90%
90%
90%
90%
Table 120.2.(2)a.
URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS)
Mixture for Clav or Tiqht Soils Mixture for
Sandv Soils
Dates (Eastern Sections) (Western Sections) (All Sections)
Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60
to Buffalograss 60 Bermudagrass 20 Buffalograss 40
May 1
Total: 100 Total: 100
osi2oioo S C-40
Total: 100
PART D - SPECIAL CONDfTIONS
Table, 120.2.(2)b
TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS)
Dates (All Sections)
Aug 15 Tall Fescue 50
to Western Wheatgrass 50
May 1 Annual Rye 50
� Total: 100
� CONSTRUCTION METHODS: After the designated areas have been completed to the lines,
� grades, and cross-sections shown on the Drawings and as provided for in other items of this
� Contract, seeding of the type specified shall be performed in accordance with the
,' requirements hereinafter described.
a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent
washing of the slopes or dislodgment of the seed.
b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after
seed bed preparation has been completed and shaped to conform to the cross-section
previously provided and existing at the time planting operations were begun.
BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be
uniformly distributed over the areas shown on the Drawings and where directed. If the sowing
of seed is by hand, rather than by mechanical methods, the seed shall be sown in finro
directions at right angles to each other. Seed and fertilizer shall be distributed at the same
time provided the specified uniform rate of application for both is obtained. "Finishing" as
specified in Section D-46, Construction Methods, is not applicable since no seed bed
preparation is required.
DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall
be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be
reduced to less than one (1) inch in diameter or they shall be removed. The area shall then
be finished to line and grade as specified under "Finishing" in Section D-46, Construction
Methods.
The seed, or seed mixture, specified shall then be planted at the rate required and the
application shall be made uniformly. If the sowing of seed is by hand rather than by
mechanical methods, seed shall be raked or harrowed into the soil to a depth of
approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of
the "Cultipacker" type. All rolling of the slope areas shall be on the contour.
ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed
to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in
the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed.
The area shall then be finished to line and grade as specified under "Finishing" in Section D-
46, Construction Methods.
Water shall then be applied to the cultivated area of the seed bed until a minimum depth of
six (6) inches is thoroughly moistened.
After the watering, when the ground has become sufficiently dry to be loose and pliable, the
seed, or seed mixture specified, shall then be planted at the rate required and the application
osi2oioo S C-41
a� R� . . _— _ .— .__ - _ ., _. .--
PART D - �P�CIAL CONDITIONS
shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods,
the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may
be distributed at the same time, provided the specified uniform rate of application for both is
obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of
approximately one-quarter (1/4) inch. The planted surFace area and giving a smooth surface
without ruts or tracks. In between the time compacting is completed and the asphalt is
applied, the planted area shall be watered sufficiently to assure uniform moisture from the
surtace to a minimum of six (6) inches in depth.
The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall
be of the type and grade as shown on the Drawings and shall conform to the requirements of
the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is noY shown
on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of
the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied
to the area in such a manner so that a complete film is obtained and the finished surface shall
be comparatively smooth.
RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where
temporary cool season species have been planted may be replanted beginning February 1
with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the
following manner. The cool season species shall be mowed down to a height of one (1) inch
to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate
soil penetration.
* Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the
soil and places the seed in the slit which is then pressed close with a cultipacker wheel.
4. HYDROMULCH SEEDING:
If hydromulch seeding is provided, seed mix shall have 95% purity of Bermuda Grass and
have a germination rate of 90%. Contractor shall ensure that the grass establishes.
5. CONSTRUCTION WITHIN PARK AREAS
TURF RESTORATION OF PARK AREAS: FERTILIZER
DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas
as are designated on the Drawings and in accordance with these Specifications.
MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled
showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in
accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with
an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures
in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients
respectively as determined by the methods of the Association of Official Agricultural
Chemists.
In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted
or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and
applied per acre shall equal or exceed that specified for each nutrient.
CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and
proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to
be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry
osizoioo
SG42
�11
PART D - SPECIAL CONDITfONS
and in good physical condition. Fertilizer that is powdered to caked will be rejected.
Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer.
Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the
average rate of three hundred (300) pounds per acre for all types of "Sodding" and four
hundred (400) pounds per acre for all types of "Seeding".
MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard
in place on the project site. Measurement will be made only on topsoils secured from borrow
sources.
Acceptable material for "Seeding" will be measured by the linear foot, complete in place.
Acceptable material for "Sodding" will be measured by the linear foot, complete in place.
Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding.
PAYMENT: All work performed as ordered and measured as provided under "Measurement"
shall be paid for at the unit price bid for each item of work. Its price shall be full
compensation for excavating (except as noted below), loading, hauling, placing and furnishing
all labor, equipment, tools, supplies, and incidentals necessary to complete work.
All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place
topsoil or salvage topsoil as specifiied shall be included in "Seeding" or "Sodding" bid items
and will not be paid for directly.
"Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit
price per square yard, complete in place, as provided in the proposal and contract. The
contract unit price shall be the total compensation for furnishing and placing all sod; for all
rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials,
labor, equipment, tools and incidentals necessary to complete the work, all in accordance with
the Drawings and these Specifications.
The work perFormed and materials furnished and measured as provided under
"Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type
specified, as the case may be, which price shall each be full compensation for furnishing all
materials and for performing all operations necessary to complete the work accepted as
follows:
Fertilizer material and application will not be measured or paid for directly, but is considered
subsidiary to Sodding and Seeding.
D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to
implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet
OSHA requirements for all its employees and subcontractors at all times during construction. All
active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined
spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for
all applicable manholes and maintain an active file for these manholes. The cost of complying
with this program shall be subsidiary to the pay items involving work in confined spaces.
D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION:
osi2oioo SC-43
PART D - SPECIAL GONDITIONS
1. Prior to the final inspection being conducted for the project, the contractor shall contact
the city inspector in writing when the entire project or a designated portion of the project is
substantially complete.
2. The inspector along with appropriate City staff and the City's consultant shall make an
inspection of the substantially completed work and prepare and submit to the contractor a
list of items needing to be completed or corrected.
3. The contractor shall take immediate steps to rectify the listed deficiencies and notify the
owner in writing when all the items have been completed or corrected.
4. Payment for substantial completion inspection as well as final inspection shall be
subsidiary to the project price. Contractor shall still be required to address all other
deficiencies which are discovered at the time of final inspection.
5. Final inspection shall be in conformance with general condition item "C5-5.18 Final
Inspection" of PART C- GENERAL CONDITIONS.
D-76 EXCAVATION NEAR TREES:
The Contractor shall be responsible for taking measures to minimize damage to tree
limbs, tree trunks, and tree roots at each work site. All such measures shall be
considered as incidental work included in the Contract Unit Price bid for applicable pipe or
structure installation except for short tunneling/tree augering.
2. Any and all trees located within the equipment operating area at each work site shall, at
the direction of the Engineer, be protected by erecting a"snow fence" along the drip line
or edge of the tree root system between tree and the construction area.
3. Contractor shall inspect each work site in advance and arrange to have any tree limbs
pruned that might be damaged by equipment operations. The Engineer shall be notified
at least 24 hours prior to any tree trimming work. No trimming work will be permitted
within private property without written permission of the Owner.
4. Nothing shall be stored over the tree root system within the drip line area of any tree.
5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be
sawcut for a minimum depth of 2 feet.
6. At designated locations shown on the drawings, the "short tunnel" method using Class 51
D.I. pipe shall be utilized.
7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during
construction shall be removed and replaced with the same type and diameter tree at the
contractor's expense.
8. Contractor shall employ a qualified landscaper for all the work required for tree care to
ensure utilization of the best agricultural practices and procedures.
9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter
shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe
installation shall be pressure grouted.
osi2oioo S C-44
PART D - SPECIAL CONDITIONS
D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shall be
paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place
along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall
include all costs associated with installation and reinforcement of the concrete encasement.
D-78 OMIT
D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for
verifying the locations of all existing utilities prior to construction, in accordance with item D-22.
At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-
Hole), to locate and verify the location and elevation of the existing underground utility where it
may be in potential conflict with a proposed facility alignment. The exploratory excavation shall
be conducted prior to construction of the entire project only at locations denoted on the plans
or as directed by the engineer. Contractor shall submit a report of findings (including surveyed
elevations of existing conflicting utilities) to the City prior to the start of construction of the entire
project. If the contractor determines an existing utility is in conflict with the proposed facility, the
contractor shall contact the engineer immediately for appropriate design modifications.
The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain
a safe and proper driving surface to ensure the safety of the general public and to meet the
approval of the City inspector. The contractor shall be liable for any and all damages incurred
due to the exploratory excavation (D-Hole).
Payment shall not be made for verification of existing utilities per item D-22. Payment for
exploratory excavation (D-Hole), at locations identified on the plans or as directed by the
Engineer, shall include full compensation for all materials, excavation, surface restoration, field
surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No
payment shall be made for exploratory excavation(s) conducted after construction has begun.
D-80 INSTALLATION OF WATER FACILITIES
80.1 Polyvinyl Chloride �(PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe
and fittings on this Project shall be in accordance with the material standard contained in the
General Contract Documents. Payment for work such as backfill, bedding, blocking,
detectable tapes and all other associated appurtenant required, shall be included in the
linear foot price bid of the appropriate BID ITEM(S).
80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown
on the Plans and shall be installed in accordance with the General Contract Documents. All
valves shall have concrete blocking provided for supporting. No separate payment will be
made for any of the work involved for the item and all costs incurred will be considered to be
included in the linear foot bid price of the pipe or the bid price of the valve.
80.3 Type of Casing Pipe:
1. WATER:
The casing pipe for open cut and bored or tunneled section shall be AWWA C-200
Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of
E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and
Specifications for Water Department Projects. The steel casing pipe shall be supplied as
follows:
(
�� osi2oioo SG45
PART D - �PECIAL CONDITIONS
For the inside and outside of casing pipe, coal-tar protective coating in accordance with
the requirements of Sec. 2.2 and related sections in AWWA C-203.
Touch-up after field welds shall provide coating equal to those specified above.
C. Minimum thickness for casing pipe used shall be 0.375 inch.
Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade
Waterworks Manufacturing Company or an approved equaf shall be used on all non-
concrete pipes when installed in casing. Installation shall be as recommended by the
manufacturer.
2. SEWER:
Boring used on this project shall be in accordance with the material standard E1-15 and
Construction standard E2-15 as per Fig. 110 of the General Contract Documents.
3. PAYMENT:
Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and
incidental work shall be included in the unit price bid per foot.
80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing
water mains. It shall be the responsibility of the Contractor to verify the exact location and
elevation of the existing line tie-ins. And any differences in locations and elevation of
existing line tie-ins between the contract drawings and what may be encountered in the
field shall be considered as incidental to construction. The cost of making tie-ins to
existing water or sanitary sewer mains shall be included in the linear foot bid price of the
pipe.
80.5 Connection of Existing Mains: The Contractor shall determine the exact
location, elevation, configuration and angulation of existing water or sanitary sewer lines
prior to manufacturing of the connecting piece. Any differences in locations, elevation,
configuration, and or angulation of existing lines between the contract drawings and what
may be encountered in the said work shall be considered as incidental to construction.
Where it is required to shut down existing mains in order to make proposed connections,
such down time shall be coordinated with the Engineer, and all efforts shall be made to
keep this down time to a minimum. In case of shutting down an existing main, the
Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48-
hours prior to the required shut down time. The Contractor's attention is directed to
Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL
CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS
AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both
personally and in writing as to the location, time, and schedule of the service interruption.
The cost of removing any existing concrete blocking shall be included in the cost of
connection. Unless bid separately all cost incurred shall be included in the linear foot
price bid for the appropriate pipe size.
80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main
from which the extension and/or replacement is to be connected. This may require closing
valves in other lines and putting consumers out of service for that period of time
necessary to cut in the new valve; the work must be expedited to the utmost and all such
cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall
be individually advised prior to the shut out and advised of the approximate length of time
they may be without service.
osi2oioo S C-46
PART D - SPECIAL CONDITIONS
Payment for work such as backfill, bedding, fittings, blocking and all other associated
appurtenants required, shall be included in the price of the appropriate bid items.
80.7 Water Seroices: The relocation, replacement, or reconnection of water services
will be required as shown on the plans, and/or as described in these Special Contract
Documents in addition to those located in the field and identified by the Engineer.
All service's shall be constructed by the contractor utilizing approved factory manufactured
tap saddles (when required) and corporation stops, type K copper water tubing, curb
stops with lock wings, meter boxes, and if required approved manufactured
service branches. All materials used shall be as specified in the Material Standards (E1-
17 & E1-18) contained in the General Contract Documents.
All water services to be replaced shall be installed at a minimum depth of 36 inches
below final grade.
( All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-
�` inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation
from the main line to the meter box.
{
�� All services which are to be replaced or relocated shall be installed with the service main
� tap and service line being in line with the service meter unless otherwise directed by the
Engineer.
A minimum of 24 hours advance notice shall be given when service interruption will be
required as specified in Section C5-5.15 INTERRUPTION OF SERVICE.
All water service meters shall be removed, tagged, and collected by the contractor for
pickup by the Water Department for reconditioning or replacement. After installation of the
water service in the proposed location and receipt of a meter from the project inspector
the contractor shall install the meter. The meter box shall be reset as necessary to be
flush with existing ground or as otherwise directed by the Engineer. All such work
on the outlet side of the service meter shall be performed by a licensed plumber.
'� 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is
� required when the existing service is lead or is too shallow to avoid breakage during street
( reconstruction. The contractor shall replace the existing service line with Type K copper
� t from the main to the meter, curb stop with lock wings, and corporation stop.
tl Payment for all work and materials such as backfill, fittings, type K copper tubing, curb
E stop with lock wings, service line adjustment, and any relocation of up to 12-inches from
�� center line existing meter location to center line proposed meter location shall be included
6 in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind
( Meter. Any vertical adjustment of customer service line within the 5 foot area shall be
� subsidiary to the service installation.
Payment for all work and materials such as tap saddle (if required), corporation stops, and
fittings shall be included in the price bid for Service Taps to Main.
2. WATER SERVICE RECONNECTION: Water service reconnection is required when the
existing service is copper and at adequate depth to avoid breakage during street
reconstruction. The contractor shall adjust the existing water service line as required for
reconnection and furnish a new tap with corporation stop. The contractor will be paid for
osizoioo SC-47
PART D - SPECIAL CONDfTIONS
one (1) Service Tap to Main for each service reconnected plus for any copper service line
used in excess of five (5) feet from Main to five (5) feet behind the Meter.
3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement
and relocation of a water service and meter box is required and the location of the meter
and meter box is moved more than twelve (12) inches, as measured from the center line
of the existing meter to location to the center line of the proposed meter location, separate
payment will be allowed for the relocation of service meter and meter box. Centerline is
defined by a line extended from the service tap through the meter. Only relocations made
perpendicular to this centerline will be paid for separately. Relocations made along the
centerline will be paid of in feet of copper service line.
When relocation of service meter and meter box is required, payment for all work and
materials such as backfill, fittings, five (5) feet of type K copper service and all materials,
labor, and equipment used by and for the licensed plumber shall be included in the price
bid for the service meter relocation. All other costs will be included in other appropriate
bid item(s).
This item will also be used to pay for all service meter and meter box relocations as
required by the Engineer when the service line is not being replaced. Adjustment of only
the meter box and customer service line within 5 feet distance behind the meter will not
justify separate payment at any time. Locations with multiple service branches will be
paid for as one service meter and meter box relocation.
4. NEW SERVICE: When new services are required the contractor shall install tap saddle
(when required), corporation stop, type K copper service line, curb stop with lock wings,
and meter box.
Payment for all work and materials such as backfill, fittings, type K copper tubing, and
curb stop with lock wings shall be included in the Linear Foot price bid for Service Line
from Main to Meter five (5) feet behind the meter.
Payment for all work and materials such as tap saddle, corporation stops, and fittings
shall be included in the price bid for Service Taps to Mains.
Payment for all work and materials such as furnishing and setting new meter box shall be
included in the price bid for furnish and set meter box.
5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the
contractor shall furnish approved factory manufactured branches.
Payment for multiple service branches will include furnishing and installing the multiple
service branch only and all other cost will be included in other appropriate bid item(s).
6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple
service lines with taps servicing a single service meter encountered during construction
shall be replaced with one service line that is applicable for the size of the existing service
meter and approved by the Engineer.
Payment shall be made at the unit bid price in the appropriate bid item(s).
80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch
service lines shall be installed to provide temporary water service to all buildings that will
osi2oioo SC-48
PART D - SPECIAL CONDfT(ONS
necessarily be required to have severed water service during said work. The contractor
shall be responsible for coordinating the schedule of the temporary service connections
and permanent service reconnections with the building owners and the Engineer in order
that the work be pertormed in an expeditious manner. Severed water service must be
reconnected within 2 hours of discontinuance of service.
A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an
appropriate fire hydrant adapter fitting shall be required at the temporary service point of
connection to the City water supply. The 2-inch temporary service main and 3/4-inch
service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2"
temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated
lime (HTH) prior to installation.
A two-inch meter will be furnished by the Water Department Meter Shop and installed by
the Contractor at its point of connection to the City water supply for record keeping
purposes only. The out-of-service meters shall be removed, tagged and collected by the
Contractor for delivery to the Water Department Meter Shop for reconditioning or
replacement. Upon restoring permanent service, the Contractor shall re-install the meters
at the correct location. The meter box shall be reset as necessary to be flush with the
existing ground or as otherwise directed by the Engineer.
The temporary service layout shall have a minimum available flow rate of 5 GPM at a
dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor
to determine the length of temporary service allowed, number of service taps and number
of feed points.
When the temporary service is required for more than one location the 2-inch temporary
service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next
successive project location.
;� Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service
i connections, removal of temporary services and all other associated appurtenants
'� required, shall be included in the appropriate bid item.
I�
� 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for
; adjusting water valve boxes, manholes and vaults to match new pavement grade. The
� unit price bid will be full payment for materials including all labor, equipment, tools and
;� incidentals necessary to complete the work.
80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water
valve boxes to match new pavement grade. The water valves themselves will be
adjusted, if necessary, by City of Fort Worth Water Department forces.
Prior to the beginning of work, the Contractor shall make an inventory of the condition of
existing water valve boxes. The Construction Engineer will field verify this inventory and
provide the Contractor replacements for broken valve boxes. The contractor shall replace
the valve boxes which are damaged during construction at no cost to the City.
The unit price bid per each will be full compensation for all labor, materials, equipment,
tools, and incidentals necessary to complete the work.
osizoioo SC-49
PART D - SPECIAL CONDITIONS
80.11 Purging and Sterilization of Water Lines: Before being placed into service all
newly constructed water lines shall be purged and sterilized in accordance with E2-24 of
the General Contract Documents and Specifications except as modified herein. The
Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All
materials for construction of the project, including appropriately sized "pipe cleaning pigs",
chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated
lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50)
PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less
than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the
sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall
be "de-chlorinated" prior to disposal. The line may not be placed in service until two
successive sets of samples, taken 24 hours apart, have met the established standards of
purity.
Purging and sterilization of the water lines shall be considered as incidental to the project
and all costs incurred will be considered to be included in the linear foot bid price of the
pipe.
80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the
water line to be replaced under this contract may cross or may be in close proximity to an
existing pressure plane boundary. Care shall be taken to ensure all "pressure plane"
valves installed are installed closed and no cross connections are made between pressure
planes
80.13 Water Sample Station:
OMITTED
80.14 Ductile Iron and Gray Iron Fittings:
Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe,
fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph shall be
revised to read as follows:
E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron
fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price
bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene
wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete
cradle necessary for construction as designed.
All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with
polyethylene wrapping conforming to Material Specification E1-13 and Construction
Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie-
down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping,
horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall
be included in bid items for vales and fittings and no other payments will be allowed.
D-81 SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall
apply. However, no direct payment will be made for this item and it shall be considered to this
contract.
osizoioo SC-50
(
c
�
.
�
�
PART D — SPECIAL CONDfTI�NS
D-82 DEWATERING:
The Contractor shall be responsible for determining the method of dewatering operation for the
water or sewage flows from the existing mains and ground water. The Contractor shall be
responsible for damage of any nature resulting from the dewatering operations.
The DISCHARGE from any dewatering operation shall be conducted as approved by the
Engineer. Ground water shall not be discharged into sanitary sewers.
Dewatering shall be considered as incidental to a construction and all costs incurred will be
considered to be included in the project price.
D-83 TRENCH EXCAVATION ON DEEP TRENCHES:
Contractor to prevent any water flowing into open trench during construction. Contractor shall not
leave excavated trench open overnight. Contractor shall fill any trench the same day of
excavation. No extra payment shall be allowed for this special condition.
D-84 TREE PRUNING:
A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees".
B. ROOT PRUNING EQUIPMENT
1. Vibratory Knife
2. Vermeer V-1550RC Root Pruner
C. NATURAL RESOURCES PROTECTION FENCE
1. Steel "T" = Bar stakes, 6 feet long.
2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge).
3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red
color.
4. Combination Fence: Commercially manufactured combination soil separator fabric on
wire mesh backing as shown on the Drawings.
D. ROOT PRUNING
osi2oioo
1. Survey and stake location of root pruning trenches as shown on drawings.
2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in
order to minimize damage to the undisturbed root zone.
3. Backfill and compact the trench immediately after trenching.
4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the
Engineer.
SC-51
PART D - SPECIAL CONDITIONS
5. Within 24 hours, prune flush with ground and backfill any exposed roots due to
construction activity. Cover with wood chips of mulch in order to equalize soil
temperature and minimize water loss due to evaporation.
6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no
roots over 1-inch diameter being cut unless cut by hand or cut by specified methods,
equipment and protection.
E. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing
operation on areas designated by the Engineer.
F. Tree Pruning shall be considered subsidiary to the project contract price.
D-85 TREE REMOVAL:
Trees to be removed shall be removed using applicable methods, including stump and root ball
removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing
utilities both overhead and buried. The Contractor shall immediately repair or replace any
damage to utilities and private property including, but not limited to, water and sewer services,
pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree
removal, including temporary service costs, shall be considered subsidiary to the project contract
price and no additional payment will be allowed.
D-86 TEST HOLES:
The matter of subsurface exploration to ascertain the nature of the soils, including the amount of
rock, if any, through which this pipeline installation is to be made is the responsibility of any and
all prospective bidders, and any bidder on this project shall submit his bid under this condition.
Whether prospective bidders perForm this subsurface exploration jointly or independently, and
whether they make such determination by the use of test holes or other means, shall be left to
the discretion of such prospective bidders.
If test borings have been made and are provided for bidder's information, at the locations shown
on the logs of borings in the appendix of this specification, it is expressly declared that neither the
City nor the Engineer guarantees the accuracy for the information or that the material
encountered in excavations is the same, either in character, location, or elevation, as shown on
the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations
as he deems necessary to determine the nature of the material to be excavated. The Contractor
assumes all responsibility for interpretation of these records and for making and maintaining the
required excavation and of doing other work affected by the geology of the site.
The cost of all rock removal and other associated appurtenances, if required, shall be included in
the linear foot bid price of the pipe.
D-87 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION
Prior to beginning construction on any block in the project, the contractor shall, on a block by
block basis, prepare and deliver a notice or flyer of the pending construction to the front door of
each residence or business that will be impacted by construction. The notice shall be prepared as
follows:
The notification notice or flyer shall be posted seven (7) days prior to beginning any construction
activity on each block in the project area. The flyer shall be prepared on the Contractor's
osi2oioo SC-52
PART D - SPECIAL CQNDITIONS
� letterhead and shall include the following information: Name of Project, DOE No., Scope of
Project (i.e. type of construction activity), actual construction duration within the block, the name
� of the contractor's foreman and his phone number, the name of the City's inspector and his
( phone number and the City's after-hours phone number. A sample of the `pre-construction
, notification' flyer is attached.
( The contractor shall submit a schedule showing the construction start and finish time for each
� block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City
� Inspector for his review prior to being distributed. The contractor will not be allowed to begin
construction on any block until the flyer is delivered to all residents of the block. An electronic
� version of the sample flyer can be obtained from the construction office at 871-8306.
� All work involved with the pre-construction notification flyer shall be considered subsidiary to the
( contract price and no additional compensation shall be made.
(
D-88 TRAFFIC BUTTONS
�( The removal and replacement of traffic buttons is the responsibility of the contractor and shall be
;� considered a subsidiary item. In the event that the contractor prefers for the Signals, Signs and
Markings Division (SSMD) of the Transportation/Public Works Department to install the
( markings, the contractor shall contact SSMD at (817) 871-8770 and shall reimburse SSMD for all
��- costs incurred, both labor and material. No additional compensation shall be made to the
contractor for this reimbursement.
osi2oioo SC-53
MATERIAL SPECIFICATIONS AND DETAILS
(WATER DEPARTMENT)
a
N. Hughes Ave. & Meaders St. B4 (1) Material Specifications and Details
DOE Nos. 2186 & 2187 Water Department
�
PART E
MATERIAL SPECIFICATIONS
SECTION E - SPECIFICATIONS
JANUARY 1, 1978
All materiais, construction methods and procedures used in this project shall conform to Sections E1, E2
and E2A of the Fort Worth Water Department General Contract Documents and General Spe�ifications,
together with any additional material specification(s), construction(s) or later revision(s). (See revisions
listed on this sheet). Sections E1, E2 and E2A of the Fort Worth Water Department General Contract
Documents and General Specifications are hereby made a part of this contract document by reference for
all purposes, the same as if copies verbatim herein, and such Sections are filed and kept in the office of the
City Secretary of the City of Fort Worth as an official record of the Ciry of Fort Worth.
INDEX
E1 - MATERIALS SPECIFICATIONS
E2 - CONSTRUCTION SPECIFICATIONS
E2A - GENERAL DESIGN DETAILS
Revisions as of April 20, 1981 follow:
E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Proctor density and correct P.I. values
as follows:)
c. Additional backfill requirements when approved for use in streets:
(1) Type B Backfill
(c) Maximum plastic index (PI) shall be 8.
(2) Type C Backfill
(a) Material meeting requirements and having a PI of 8 or less shall be considered
as suitable for compaction by jetting.
(b) Material meeting requirements and having a PI of 9 or more shall be considered
for use only with mechanical compaction.
E1-2.11 Trench Backfill: (Correct minimum compaction requirement wherever it appears in this section
to 95% Proctor density except for paragraph a.1. where the "95% modified Proctor density"
shall remain unchanged).
(a) Material meeting requirements and having a PI of 8 or less shall be considered
as suitable for compaction by jetting.
(b) Material meeting requirements and having a PI of 9 or more shall be considered
for use only with mechanical compaction.
E1-2.11 Trench Backfill: (Correct minimum compaction requirement wherever it appears in this section
to 95% Proctor density except for paragraph a.1. where the "95% modified Proctor density"
shall remain unchanged).
PART E - MATERIAL SPECIFICATIONS
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
TECHNICAL SPECIFICATION FOR
MANHOLE JOINT SEALING
A. GENERAL
This specification covers a cold-applied performed flexible buryi rubber or plastic sealing compound
for sealing interior and/or exterior joints on concrete manhole sections.
It governs all manholes, vaults, etc., constructed for the City of Fort Worth Water Department,
excluding only the joints using a trapped rype performed O-ring gasket, and shall require a
bitumastic joint sealant in all joints as per Figure M attached.
B. MATERIALS
This sealant shall be preformed and trowelable bitumastic as manufactured by Kent-Seal, Ram-Nek,
E-Z Stick or equal. The joint sealer shall be supplied in either extruded rope-form of suitable cross-
sectional area or flat tape form and shall be sized as recommended by the manufacturer and
approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and
shall not in any way depend on oxidation, evaporation, or any other chemical action for either its
adhesive properties or cohesive strength. The joint sealer shall remain totally flexible without
shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements.
The manufacturer shall furnish an affidavit attesting to the successful use of the product as a
performed flexible joint sealant on concrete pipe and manhole sections for a period of at teast five
years.
C. INSTALLATION OF JOINT SEALANT
Each grade adjustment ring and manhole frame shall be sealed with the above specified materials.
All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud,
or other foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant
in accordance with the recommendations by the manufacturer. The protective paper wrapper shall
remain on the joint sealant until immediately prior to placement of the pipe in the trench. After
removal of the protective paper wrapper, the joint sealant shall be kept clean. Install frames and
cover over manhole opening with the bottom of the rings resting on bitumastic joint sealer. Manhole
frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots.
1. Frames, unless. otherwise shown on the drawings, shall rest on two (2) rows (inside and
outside) of bitumastic joint sealer.
2. Grade adjustment rings shall also rest on two (2) rows of bitumastic joint sealant.
i
D. SEALING AND/OR ADJUSTING EXISTING MANHOLES
( Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the
� entire manhole frame and a minimum of 6 inches of the manhole wail keeping the sides of the
, trench nearly vertical.
( �
1. Remove manhole frame from the manhole structure and observe the condition of the frame.
The existing frame shall be used wherever possible. Any existing frame shall be used
wherever possible. Any frame that is not suitable for use as determined by the Engineer shall
be replaced. Separate and observe the condition of the grade adjustment rings. If the grade
rings are loose, deteriorated, broken, or show structural defects, replace them in accordance
with these specifications. Replace adjustments that are constructed of brick, block, or
materials other than precast concrete with precast concrete rings, or where necessary, and
approved by the Engineer, a precast flattop section. Precast concrete rings, or a precast
concrete flattop section will be the only adjustments allowed.
2. In brick or block manholes where it is difficult to determine where grade adjustments and walls
meet, replace the upper portion of the manhole to a point 24 inches below the frame. If the
walls or cone section below this level are structurally unsound, notify the Engineer prior to
replacement of the grade adjustments or manhole frame. Existing brickwork, which is
structurally satisfactory, if damaged by the Contractor, shall be replaced at the Contractor's
expense.
3. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris.
Coat exposed manhole surfaces with an approved bonding agent followed with an
application of a quick setting hydraulic cement to provide a smooth working surface.
4. If the inside diameter of the manhole is too large to safely support new adjustment rings or
frame, a flattop section shall be installed.
5. Joint surfaces between the frame, adjustment rings and cone section shall be free of dirt,
stones and voids to ensure a watertight seal. Please a flexible gasket joint material in two
concentric rings along the inside and outside edge of each joint, or use trowelable material
in lieu of preformed gasket material. Position the butt joint of each length of joint material on
opposite sides of the manhole. Not steel shims, wood, stones, or any material not specifically
accepted by the Engineer may be used to obtain final surface elevation of the manhole frame.
6. In paved areas or future paved areas, castings shall be installed by using a straight edge not
less than ten (10) feet long so that the top of casting will conform to the slope and finish
elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished
elevation. Allowances for the compression of the joint material shall be made to assure a
proper final grade elevation.
� t 7. Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more
�4 than (1) inch or less than one half (1/2) inch above the surrounding ground. Backfill shall
� provide a uniform slope from the stop of manhole casting for not less than three (3) feet each
� direction to existing finish grade of the ground. The grade of all surfaces shall be checked
� for proper slope and grade by string lining the entire area regraded near the manhole.
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8. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown
on the drawings or minimum of 6 inches above grade.
E. MEASUREMENT AND PAYMENT
The price bid for new manhole installations shall include the cost of joint sealing and payment will
be made from the appropriate Bid Item(s).
For existing manhole adjustment and/or sealing, the cost of sealing shall be included in the
appropriate bid item and payment will be made for these items.
��
PROJECT SIGN (WATER DEPARTMENT)
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(To be printed on Contractor's Letterhead)
DOE No: xxxxs
PROJECT NAME:
MAPSCO LOCATION: <X�>
LIMITS OF CONST.: <plpha St. benveen Beta Street and Gamma Ln.)
Estimated Duration of Construction on your Street :<�> days
NOTICE OF CONSi'RUCTION
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH
- THE CITY OF FORT WORTH, OUR COMPANY WILL
- CONSTRUCT OR REPLACE SEWER LINES ON OR AROUND
YOUR PROPERTY.
YOU WILL RECEIVE A SECOND NOTICE IN ABOUT TEN DAYS
<.
SHORTLY BEFORE CONSTRUCTION ACTUALLY BEGINS. `
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IF YOU HAVE ANY QUESTIONS, PLEASE CALL
Mr. <CONTRACTOR�S SUPERINTENDENT> AT ci'ELEPHOivE NO.>
Mr. <CITY INSPECTOR> AT <TELEPHO`� NO>
AFTER 4:30 PNI OR ON WEEKENDS, PLEASE CALL 871-7970
' PLEASE KEEP THIS FL YER HAND Y WHEN YO U CALL.
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(To be printed on Contractor's Letterhead)
DOE No: xxxxx
PROJECT NAME:
MAPSCO LOCATION: <XXE>
LINIITS OF CONST.: <Alpha St. behveen Beta Street and Gamma Ln.)
Estimated Duration of Construction on your Street: <XX> days
'�*NOTICE**
Construction only three days away
DEAR RESIDENT,
AS A FOLLOW UP TO OUR PREVIOUS FLYER DATED ,
THIS IS TO INFORM YOU THAT CONSTRUCTION ON THE
ABOVEMENTIONED PROJECT IN YOUR NEIGHBORHOOD
WILL BEGIN IN THREE DAYS FROM THE DATE OF THIS
NOTICE.
IF YOU HAVE QUESTIONS ABGUT ACCESS, SECURITY, SAFETY
OR ANY OTHER ISSUE, PLEASE CALL IMMEDIATELY:
Mr. <CONTRACTOR'S SUPERI�TENDENT> AT <T'ELEPHO�'E NO.>
�� ,
Mr. <CITY INSPECTOR> AT <TELEPHONE i� O.>
PLEASE h'EEP THIS FL YER HAND Y WHEN YO U CALL.
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EXPERIENCE RECORD
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Lirt of Projects your OrYanization ha: sutce:sfully co+�npleted:
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TYPE•OF VORK I DATE ACCEPTED � OF O�R:ER
�� List of Projects your Org�nization it nov engaged in complecing:
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ANTICIPATED DA7E
TYPE OF WORK �OF CO`iPLETIO�
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( List Surety bonds in Force on above incomplete vork:
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OF 0�'�ER
PE OF uORK NA!!E A�D !►DDr�E55
nOND � A.yOU�T OF EO�D � OF SL'ttETY
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EQUIPHENZ SCH�DULE
List cf Equipn+ent o�med by aidder that is in �erviceible condition and av:ila�'.e
for u�e.
Porcions of vork Bidder proposes to sublet in case of Avard of Concra:ts
including amount and type:
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t GENERAL CONSTRUCTION NOTES
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GENERAL CONSTRUCTION NOTES
l. Applicable design and details shall conform to "General Contract Documents and Specification for
Water Department Projects" (GCD) effective July l, 1978, with the latest revision.
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. 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, TEE
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 them. The Contractor shall contact the following at
least 48 hours prior to excavating at each location:
Fort Worth Water Deparhnent
Fort Worth Transportation & Public
Works Light and Signal Division
Lone Star Gas Company
Texas Utility Service Company
Southwester Bell Telephone Company
Texas One Call-Fiber Optics Location
(MCI, AT&T, Sprint, etc)
Charter Communications Cable
871-8306
871-8100
Metro (214) 263-3444
336-2328
Enterprise 9800
1 (800) 245-4545
(817) 509-2225
� 4. 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 adjushnents as connections may be made with
( bends, offsets, or joint deflections. All nonstandard bends shall be made using the closest standard
_ t M.J. fittings with the required joint deflections. (deflections not to exceed manufacturer's
recommended deflection per joint)
�
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5. 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)
6. No excavated materials, backfill materials, equipment, or supplies shall be stored within floodways or
drainage easements. (reference C6-6.6 GCD)
7. 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 density by means of tamping only. Trenches which cross under existing or
future pavement shall be backfilled per Fib. "B" with 95% proctor density by jetting, tamping, or a
combination of such methods. Pavement repair shall be permanent pavement replacement per
Figure 4.
8. The top of the water lines shall be a minimum of 3'-6" below the top of the adjacent curb for 12" and
smaller mains except where otherwise shown on these plans.
� 9. All existing water services which must be relocated due to the relocation of the water main shall be
( replaced with a 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.
�
� N. Hughes Ave. & Meaders St. B6 (1) General ConstructionNotes
� DOE Nos. 2186 & 2187
GENERAL CONSTRUCTION NOTES
All sanitary sewer services encountered which must be relocated to provide adequate clearance with
the proposed storm sewer shall be replaced to the property line as directed by the Engineer.
N. Hughes Ave. & Meaders St. B6 (2) General Construction Notes
DOE Nos. 2186 & 2187
- SECTION C -
UNIT II, TRANSPORTATION & PUBLIC WORKS
DEPARTMENT
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� (TRANSPORTATION & PUBLIC WORKS DEPARTMENT)
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SPECIAL 1NSTRUCTIONS TO BIDDERS
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� 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of
�� Fort Worth, in an amount of not less than five (5) per cent 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 (10)
( days after the contract has been awarded.
To be an acceptable surety on the bond, the name of the surety shall be included on
_ the current U.S. Treasury list and the amount of the bond shall not exceed the amount
shown on the U.S. Treasury list for that company.
�� 2, PAYMENT BOND AND PERFORMANCE BOND: The successful bidder entering into a
� contract for the work will be req�ired t� give the City surety in a sum equal to the
� amount of the contract awarded. In this connection, the successful bidder shall be
_ required to furnish a performance bond as well as a payment bond, both in a sum
� equal to the amount of the contract awarded. The form of the bond shall be as herein
( provided and the surety shall be acceptable to the City. All bonds furnished hereunder
� shall meet the requirements of Article 5160 of the Revised Civil Statutes of Texas, as
amended.
In order for a surety to be acceptable to the City, the name of the surety shall be
J' inc{uded on the current U.S. Treasury list (Circular 570) of acceptable sureties, and
the amount of bond written by any one acceptable company shall not exceed the
amount shown on the Treasury list for that company. Each bond shall be properly
-� executed by both the contractor and surety company.
�
No sureties will be accepted by the City which are at the time in default or delinquent
on any bonds or which are interested in any litigation against the City. Should any
surety on the contract be determined unsatisfactory at any time by the City, notice
will be given to the contractor to that effect and the contractor shall immediately
provide a new surety satisfactory to the City.
If the contract to be awarded is less than S 100,000, the performance and payment
bonds are not required if the successful bidder states in its bid that payment is not
due until the work is completed and is accepted by the City. Provided, however, that
this paragraph does not effect the furnishing of a maintenance bond, if same is
required by the specifications. It is presumed that the successful bidder agrees to
provide performance and payment bonds unless the bidder, on the bid proposal, states
otherwise."
3. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1, Item 8,
Paragraph 8.6, of the "General Provisions" of the Standard Specifications for
Construction of the City of Fort Worth, Texas, concerning liquidated damages for late
completion of projects.
4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the
SI-1
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� proposal, the City reserves the right to adopt the most advantageous construction
thereof to the City or to reject the proposal.
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5. 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.
6. WAGE RATES: 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 prevailing wage rates as established by the City of Fort Worth, Texas and
set forth in Contract Documents for this project.
l 7. FINANCIAL STATEMENT: A current certified financial statement may be required by
J the Transportation and Public Works Director if required for use by the CITY OF FORT
WORTH in determining the successful bidder. This statement, if requi�ed, is to be
�� prepared by an Independent Public Accountant holding a valid permit issued by an
.,� appropriate State Licensing Agency.
� 8. INSURANCE: Within ten (10) 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 Worker's 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 coverage as may be required by each individual project.
9. NONRESIDENT BIDDERS: Pursuant to Article 601 g, Tex. Rev. Civ. Stat., 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 this state, but excludes a contractor whose ultimate parent company or
majority owner has its principal place of business in this state.
"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 has its principal place of business in this state.
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.
10. DISADVANTAGED BUSINESS ENTERPRISES: The City of Fort Worth has goals for
the participation of Disadvantaged Business Enterprises (DBE) in the City contracts. tn
SI-2
order for a bid to be considered responsive, the compliance statement, Attachments
"1A", "1B", and/or "1C", contained in the proposal must be completed and submitted
to the bid contracting officer no later than 5:00 p.m., three (3) business days after the
bid opening date. FAILURE TO DO SO SHALL RESULT IN THE PROPOSAL BEING
NON-RESPONSIVE."
1 1. AWARD OF CONTRACT: The proposal section is designed to allow the contractor to
submit a bid on the Base Bid, the Base Bid plus Alternate 1, or the Base Bid plus
Alternate 1 and Alternate 2. The City reserves the right to award the contract(s} to
the overall low bidder of the Base Bid, the combined Base Bid and Alternate 1, or the
combined Base Bid and Alternates 1 and 2. The choice of alternative will be made by
the City the time of the award. Contract(s) will be awarded to the lowest responsive
bidder(s). The City reserves the right to reject any and/or all bids and waive any
and/or all formalities. No bid may be withdrawn until the expiration of forty-nine (49)
days from the date 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 the necessary investigations are made as to the responsibility of the bidder to
whom it is proposed to award the contract.
12. PAYMENT: The Contractor will receive full payment from the City for all work.
If the amount of the contract to be awarded is $100,000 or less, and the Contractor
does not provide both a payment bond and a performance bond complying with the
terms of Paragraph 2 above (SI-1) and Article 5160 of the Revised Civil Statutes of
Texas, the contract amount shall be paid in one (1) lump sum upon the completion of
the work and the acceptance of the work by the City.
13. ADDENDA: Bidders are responsible for obtaining all addenda to the contract.
documents prior to the bid receipt time and acknowledging them at the time of bid
receipt. Information regarding the status of addenda may be obtained by contacting
the Department of Engineering Construction Division at (8171 871-7910. Bids that do
not acknowledge all applicable addenda may be rejected as non-responsive.
14. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW:
A. Workers Compensation Insurance Coverage
a. Definitions:
�� Certification of coverage ("Certificate"). A copy of a certificate of
�� insurance, a certificate of authority to setf-insure issued by the
�r commission, or a coverage agreement f TWCC-81, TWCC-82, TWCC-
� $3, or TWCC-84), showing statutory workers' compensation coverage
�� for the person's or entity's 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
51-3
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�� 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 ("5ubcontractor" in
J 3406.096)-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 contracted directly with the
contractor and 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,
J providing, hauling, or delivering equipment or materials, or providing
labor, transportation, or other services related to a project. "Services"
does not include activities unrelated to the project, such as
`; food/beverage vendors, office supply deliveries, and delivery of portable
x
� toilets.
b. The Contractor shall provide coverage, based on proper reporting of
classification codes and payroll amounts and filing of any coverage
agreements, which meet the statutory requirements of Texas Labor
Code, Section 401.01 1(44) or 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 governmental entity:
(1) a certificate of coverage, prior to that person beginning work on
� the project, so the governmental entity will have on file
certificates of coverage showing coverage for al persons
providing services on the project; and
�
(2) no later than seven days after receipt by the contractor, a new
certificate of coverage showing extension of coverage, if the
coverage period shown on the current certificate of coverage
ends during the duration of the project.
f. The Contractor shall retain all required certificates of coverage for the
duration of the project and for one year thereafter.
S1=4
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h.
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The Contractor shall notify the governmental entity in writing by
certified mail or personal delivery, within ten(10) days after the
contractor knew or should have known, of any change that materially
affects the provision of coverage of any person providmg services on
the project.
The Contractor shafl post on each project site a notice,in the text, form
and manner prescribed. by the Texas Worker's Compensation
Commission, informing all persons providing services on the project that
they are required to be covered, and stating how a person may vErify
coverage and report lack of coverage.
The Contractor shall contractually require each person with whom it
contracts to provide services on a project, to:
(1) provide coverage, based on proper reporting on classification
codes and payroll amounts and filing of any coverage
agreements, which meets the statutory requirements of Texas
labor code, Section 401.011(44) for all its employees providing
services on the project, for the duration of the project;
(2) provide to the contractor, prior to that person beginning work on
the project, a certificate of coverage showing that coverage is
being provided for all employees of the person providing services
on the project, for the duration of the project;
(3j provide the contractor, prior to the end ofi the coverage period, a
new certificate of coverage showing extension of coverage, if
� the coverage period shown on the current certificate of coverage
ends during the duration of the project;
(4) obtain from each other person with whom it contracts, and
provide to the contractor:
(a) a certificate of coverage, prior to the other person
beginning work on the project; and
(b) a new certificate of coverage showing extension of
coverage, prior to the end of the coverage period, if the
coverage period shown on the current certificate of
coverage ends during the duration of the project;
(5) retain all required certificates of coverage on file for the duration
of the project and for one year thereafter.
(61 notify the governmental entity in writing by certified mail or
personal delivery, within ten(10) days after the person knew or
should have know, of any change that materially affects the
SI-5
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SPECIAL PROVISIONS (Transportation and Public Works)
ITEM
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
38.
39.
40.
41.
42.
SPECIAL PROVISIONS
TABLE OF CONTENTS
Scope of Work
Submission of Bids and Award of Contract(s)
Preconstruction Conference
Project Abandonment
Notice to Proceed (Work Order)
Specifications
Bid and Contract Documents
Defective Workmanship
Construction Staking
Traffic Control
Payment
Delays
Detours
Barricades and Warning Signs
Examination of Site
Zoning Compliance
Water for Construction
Waste Material
Cleanup for Final Acceptance
Protection of Existing Utilities and Improvements
Construction Schedule
Safety Restrictions - Work Near High Voltage Lines
Contractor's Responsibility for Damage Claims
Quality Control Testing
Cutting of Concrete
Sanitary Facilities for Workmen
Subsidiary Work
Legal Relations and Responsibilities to the Public
Right to Audit
Increase or Decrease in Quantities
Wage Rates
Crossing of Existing Utilities
Expioratory Excavation
Test Holes
Tie-Ins
Equal Employment Provisions
Tax Exemptions
Contractor's Compliance with Workers' Compensation Law
SpoiUFill Material
Easements and Permits
Ingress and Egress
Construction Items
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C2 - 13 THRU 20
N. Hughes Ave. & Meaders St.
DOE Nos. 2186 & 2187
C2 (1)
Special Provisions
Transportation & Public Works
SPECIAL PROVISIONS (Transuortation and Public Works)
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
FOR: 1999 CAPITAL IMPROVEMENT PROJECTS
DOE NOS.: 2186 - N. Hughes Avenue (E. Lancaster to Norma)
2187 - Meaders Street (Craig to 2404 Meaders)
iJNIT I:
LTNIT II
WATER & SANITARY SEWER IMPROVEMENTS
WATER PROJECT NO.: PW 77-060770154200
SEWER PROJECT NO.: PS 46-070460134040
PAVING & STORM DRAINAGE IMPROVEMENTS
T/PW PROJECT NO.: C 115-02011500405591660
1. SCOPE OF WORK: The work covered by the Plans and Specifications consist of the following:
Paving, storm drainage, water and sanitary sewer improvements and all other miscellaneous items of
construction to be performed as outlined in the plans and specification which are necessary to
satisfactory complete the work.
2. SUBMISSION OF BIDS AND AWARD OF CONTRACT(S)•
The Proposal Sections of the Special Contract Documents are arranged to allow the Contractor to
submit one single bid on all units combined; this document is designed as one set of contract
documents and shall be construed as a single package. Award of contractor shall be to the low bidder
of Units I and II combined.
3. PRECONSTRUCTION CONFERENCE
After the contract has been awarded, the General Contractor and representatives of all the
subcontractors shall attend a Pre-Construction Conference. This meeting will include the review of the
Contractor's proposed construction methods, Traffic Control Plan, and schedules in accordance with
Item 8.2 of the General Provisions.
4. PROJECT ABANDONMENT• The City reserves the right to abandon, without obligation to the
Contractor, any part of the project, or the entire project, at any time before the Contractor begins any
construction work authorized by the City.
5. NOTICE TO PROCEED (WORK ORDER)•
Once the Notice to Proceed is issued, the Contractor is reminded of the liquidated damages provisions
of this contract for delays in completing the work in the number of calendar days specified in the
proposal.
N. Hughes Ave. & Meaders St. C2 (2) Special Provisions
DOE Nos. 2186 & 2187 Transportation & Public Works
SPECIAL PROVISIONS (Transportation and Public Works)
6. SPECIFICATIONS: This contract and project are governed by the three following published
specifications, except as modified by these Special Provisions:
STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN
CONSTRUCTION-CITY OF FORT WORTH
STANDARD SPECIFTCATIONS FOR PUBLIC WORKS
CONSTRUCTION-
NORTH CENTRAL TEXAS
A copy of either of these specifications may be purchased at the office of the Transportation and Public
Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102.
The specifications applicable to each pay item are indicated by the call-out for the pay item by the
designer. If not shown, then applicable published specifications in either of these documents may be
followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth
document rather than Division 1 of the North Central Texas document.
Additionally, subject To modifications as herein contained, the Fort Worth Water Department's
General Contract Documents and General Specifications, with revisions through January 1, 1 978, are
made a part of the Contract Documents for this Project. The Plans, Special Conditions and Provisions
Documents, and the rules regulations, requirements, instructions, drawings or details referred to by
manufacturer's name, number or identification included therein as specifying, refening or implying
product control, performance, quality, or other shall be binding upon the Contractor. The
specifications and drawings shall be considered cooperative; therefore, work or material called for by
one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as
though required by all.
The order or precedence in case of conflicts or discrepancies between various parts of the Contract
Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the
guidelines listed below:
6.1 Plans
6.2 Contract Documents
6.3 General Contract Documents and General Specifications
The Special Provisions herein shall be applicable to this Project and shall govern over any conflicts
with the General Contract Documents under the provisions stated above.
7. BID AND CONTRACT DOCLJMENTS: Bidders shall not separate, detach or remove any portion,
segment or sheets from the contract document at any time. Failure to bid or fully execute contract
without retaining contract documents intact may be grounds for designating bids as "non-responsive"
and rejecting bids or voiding contract as appropriate and as determined by the City Engineer.
8. DEFECTIVE WORKMANSHIP: The Contractor shall be responsible for defects in this proiect
due to faultv materials and workmanship or both for a period of one (1) vear for all
construction items from date of final acceptance of this proiect bv the Citv Council of the Citv of
Fort Worth and will be required to replace at his expense any part or all of this project which becomes
defective due to these causes.
9. CONSTRUCTION STAKING: Construction stakes for line and grade will be provided by the City as
outlined in Section 5.8, Standard Specifications for Construction, City of Fort Worth.
N. Hughes Ave. & Meaders St. C2 (3) Special Provisions
DOE Nos. 2186 & 2187 Transportation & Public Works
SPECIAL PROVISIONS (Transnortation and Public Works)
10. TRAF;FIC CONT'ROL: The Contractor shall be responsible for providing traffic control during the
construction of this project consistent with the provision set forth in the "1980 Texas Manual on
Uniform Traffic Control Devices for S[reets and Highways" issued under the authority of the "State of
Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Vernon's Civil
Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor shall provide the
Engineer with a Traffic Control Plan for this nro�ect at the Pre-Construction Conference
The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign
which has been erected by the City. If it is determined that a sign must be removed to permit required
construction, the Contractor shall contact the Transportation/Public Works Department, Signs and
Markings Division, (Phone Number 870-8100) to remove the sign. In the case of regulatory signs, the
Contractor must replace the permanent sign with a temporary sign meeting the requirements of the
above-referenced manual and such temporary sign must be installed prior to the removal of the
permanent sign. If the temporary sign is not installed correctly or if it does not meet the required
specifications, the permanent sign shall be left in place until the temporary sign requirements are met.
When construction work is completed to the extent that the permanent sign can be reinstalled, the
Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and
shall leave his temporary sign in place until such reinstallation is completed.
11. PAYMENT: The Contractor will receive full payment from the City for all work.
12. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except
when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City. When such extra compensation is
claimed, a written statement thereof shall be presented by the Contractor to the Engineer and if by him
found correct shall be approved and referred by him to the Council for final approval or disapproval;
and the action thereon by the Council shall be fina( and binding. If delay is caused by specific orders
given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City
to provide material or necessary instructions for carrying on the work, then such delay will entitle the
Contractor to an equivalent extension of time, his application for which shall, however, be subject to
the approval of the City Council; and 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.
13. DETOURS: The Contractor shall prosecute his work in such a manner as to create a minimum of
interruption to tra�c and pedestrian facilities and to the flow of vehicular and pedestrian traffic within
the project area.
14. BARRICADES AND WARI�TING SIGNS: Barricades, warning and detour signs shall conform to the
Standard Specifications "Barriers and Warning and/or Detour Signs", Item 524, andlor as shown on the
plans. Construction signing and barricades shall conform with " 1 980 Texas Manual on Uniform
Traffic Control Devices, Vol. No. 1".
15. EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project
site and make such examinations and explorations as may be necessary to de[ermine all conditions
which may affect construction of this project. Particular attention should be given to methods of
providing ingress and egress to adjacent private and public properties, procedures for protecting
existing improvements and disposition of all materials to be removed. Proper consideration should be
given to these details during the preparation of the Proposal and all unusual conditions which may give
rise to later contingencies should be brought to the attention of the Owner prior to the submission of
the Proposal.
N. Hughes Ave. & Meaders St. C2 (4) Special Provisions
DOE Nos. 2186 & 2187 Transportation & Public Works
SPECIAL PROVISIONS (Transportation and Public Works)
16. ZONING COMPLIANCE: During the construction of this project, the Contractor shall comply with
present zoning requirements of the City of Fort Worth in the use of vacant property for storage
purposes.
17. WATER FOR CONSTRUCTION: Water for cons[ruction will be furnished by the Contractor at his
own expense.
18. WASTE MATERIAL: All waste material shall become the property of the Contractor and shall be
disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of
in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury
to street or railroad improvements or to abutting property.
19. CLEANUP FOR FINAL ACCEPTANCE: Final cleanup work shall be done for this project as soon as
the paving, and curb and gutter have been constructed. No more than fourteen calendar days shall
elapse after completion of construction before the roadway, right-of-way, and drainage and utility
easements are cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup
of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup
shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction
materials, and in general preparing the site of the work in an orderly manner and appearance. Final
acceptance of the completed project work shall be given by the City of Fort Worth Department of
Engineering.
20. PROTECTION OF EXISTING iTTII,ITIES AND IMPROVEMENTS: The Contractor shall take
adequate measures to protect all existing structures, improvements and utilities which may be
encountered. Any and all improvements such as landscaping, fencing, and temporary storage
structures, and the like, damaged by the Contractor, shall be repaired to as good or better condition as
found, or replaced at no cost to the City by material of equal value and quality as that damaged.
The utility lines and conduits shown on the plans are for information only and are not guaranteed by
the City or the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as
the best information available at the time of design, from the owners of the utilities involved and from
evidences found on the ground.
21. CONSTRUCTION SCHEDiTLE: It shall be the responsibility of the Contractor to furnish the
Construction Engineer, prior to construction, a schedule outlining the anticipated time each phase of
construction will begin and be completed, including sufficient time being allowed for cleanup.
22. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES:
The following procedures will be followed regarding the subject item on this contract:
22.1 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, denicks,
power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning
sign shall read as follows:
"WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF
HIGH VOLTAGE LINES."
22.2 Equipment that may be operated within ten feet of high voltage lines shall have insulating cage-
type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift
hook connections.
N. Hughes Ave. & Meaders St.
DOE Nos. 2186 & 2187
C2 (5)
Special Provisions
Transportation & Public Works
SPECIAL PROVISIONS (Transportation and Public Works)
22.3 When necessary to work within six feet of high voltage electric lines, notification shall be given
the power company (Texas Utilities Electric) who will erect temporary mechanical baniers, de-
energize the lines, or raise or lower the line. The work done by the power company shall not be
at the expense of the City of Fort Worth. The notifying department shall maintain an accurate
log of all such calls to Texas Utilities Electric, and shall record action taken in each case.
22.4 The Contractor is required to make arrangements with Texas Utilities Electric Company for the
temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense.
22.5 No person shall work within six feet of a high voltage line without protection having been taken
as outlined in Paragraph (c).
23. CONTRACTOR'S RESPONSIBIL.ITY FOR DAMAGE CLAIMS: The Contractor covenants and
agrees to indemnify, hold harmless and defend the City, and their officers, agents, servants or
employees, and/or owners of the units and lots abutting the units in thiscontract from and against any
and all claims for damages or injuries, including death, to any and all persons or property, of
whatsoever kind of character, whether real or asserted, arising out of or incident to the services relating
to the project to be performed by said Contractor, its officers, agents, servants or employees, under the
terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or
their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to
assume all liability and responsibility of City for injuries, claims or suits for damages to any and all
persons or property, of whatsoever kind or character, occurring during the term of this agreement and
arising out or by reason of service, covenants or agreements performed by said Contractor, its officers,
agents, servants or employees. Contractor likewise covenants and agrees to, and does hereby,
indemnify and hold harmless the City from and against any and all injuries or damages to property of
the City during the performance of any of the terms and conditions of this Contract, whether arising
out of or in connection with or resulting from any and all acts or omissions of the City, their officers,
agents, servants, or employees, or caused by negligence on the part of the City, or their officers,
agents, servants employees and/or owners of the units and lots abutting the units in this contract.
In the event a written claim for damages against the Contractor remains unsettled at the time all work
on the project has been completed to the satisfaction of the Director for the Department of
Engineering, as evide�ced by a final inspection, final payment to the Contractor shall not be
recommended by the Director of Department of Engineering for a period of 30 days after the date of
such fnal inspection, unless the Contractor shall submit written evidence satisfactory to the Director
that the claim has been settled and a release has been obtained from the claimant involved.
Although the claim concerned remains unsettled as of the expiration of the above 30day period, the
Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final
payment to be in an amount equal to the total dollar amount then due less the dollar value of any
written claims pending against the Contractor arising out of the performance of such work, and such
semi-final payment may then be recommended by the Director.
The Director shall not recommend final payment to a Contractor against whom such a claim for
damages is outstanding for a period of six months following the date of the acceptance for the work
performed unless the Contractor submits evidence in writing satisfactory to the Director that:
(a) The claim has been settled and a release has been obtained from the claimant involved, or
(b) Good faith efforts have been made to settle such outstanding claims, and such good faith efforts
have failed.
If condition (a) above is met at any time within the six months period, the Director shall recommend
that the final payment to the Contractor be made. If condition (b) above is met at any time within the
six month period, the Director may recommend that the final payment to the Contractor be made. At
the expiration of the six months period, the
N. Hughes Ave. & Meaders St. C2 (6) Special Provisions
DOE Nos. 2186 & 2187 Transportation & Public Works
SPECIAL PROVISIONS (Transportation and Public Works)
Director may recommend that final payment be made if all other work has been performed and all
other obligation of the Contractor have been met to the satisfaction of the Director.
The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering
contract work from a Contractor against whom a claim for damages is outstanding as a result of work
performed under a City contract or under a developer-let contract for City of Fort Worth street and/or
storm drainage facilities.
24. QUALITY CONTROL TESTING:
24.1 The Contractor shall furnish, at its own expense, certifications by a private laboratory for all
materials, proposed to be used on the project, including a mix design for any asphaltic and/or
Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be
used along with the name of the pit from which the material was taken. The contractor shall
provide manufacturer's certifications for all manufactured items to be used in the project and
will bear any expense related thereto.
24.2 Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days
prior to the placing of concrete using the same aggregate, cement, and mortar which are to be
used later in the concrete. The contractor shall provide a certified copy of the test results to the
City.
24.3 Quality control testing of in-place material on this project will be performed by the City at its
own expense. Any retesting required as a result of failure of the material to meet project
specifications will be at the expense of the contractor and will be billed at commercial rates as
determined by the City. The failure of the City to make any tests of materials shall in no way
relieve the contractor of its responsibility to furnish materials and eyuipment conforming to the
requirements of the contract.
24.4 Not less than 24 hours notice shall be provided to the City by the contractor for operations
requiring testing. The Contractor shall provide access and trench safety system (if required) for
the site to be tested, and any work effort involved is deemed to be included in the unit price for
the item being tested.
24.5 The contractor shall provide a copy of the trip ticket for each load of fill material delivered to
the job site. The ticket shall specify the name of the pit supplying the fill material.
25. CITTTING OF CONCRETE: When existing concrete is cut, such cuts shall be made with concrete
saw. All sawing shall be subsidiary to the unit cost of the respective item.
26. SANITARY FACILITIES FOR WORKMEN: The Contractor shall provide all necessary sanitary
conveniences for the use of workmen at the project site. Specific attention is directed to this
requirement.
27. SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the
project, such as conditions imposed by the Plans, the General Contract Documents or these special
Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be
considered as a subsidiary item of work, the cost of which shall be included in the price bid in the
Proposal for each bid item. Surface restoration cleanup and relocation of mail boxes are general items
of work which fall in the category of subsidiary work.
N. Hughes Ave. & Meaders St. C2 (7) Special Provisions
DOE Nos. 2186 & 2187 Transportation & Public Works
SPECIAL PROVISIONS (Transportation and Public Works)
28. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC• The Contractor's particular
attention is directed to the requirements of Item 7, "Legal Relations and Responsibilities to the Public"
of the Standard Specifications.
29. RIGHT TO AUDIT:
29.1 Contractor agrees that the Ci[y shall, until the expiration of three (3) years after final payment
under this contract, have access to and the right to examine and photocopy any directly pertinent
books, documents, papers and records of the Contractor involving transactions relating to this
contract. Contractor agrees that the City shall have access during normal working hours to all
necessary Contractor facilities and shall be provided adequate and appropriate work space in
order to conduct audits in compliance with the provisions of this section. The City shall give
contractor reasonable advance notice of intended audits.
29.2 Contractor further agrees to include in all its subcontracts hereunder a provision to the effect
that the subcontractor agrees that the City shall, under the expiration of three (3) years after final
payment under the subcontract, have access to and the right to examine and photocopy any
directly pertinent books, documents, papers and records of such subcontractor, involving
transactions to the subcontract, and further, that City shall have access during normal working
hours to all subcontractor facilities, and shall be provided adequate and appropriate work space,
in order to conduct audits in compliance with the provisions of this article together with
subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended
audits.
29.3 Contractor and subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse contractor for the cost of copies as follows:
29.3.1 50 copies and under - 10 cents per page.
29.3.2 More than 50 copies - 85 cents for the first page plus fifteen cents for each page
thereafter.
30. INCREASE OR DECREASE IN OUANTIT'IES• The quantities shown in the proposal are
approximate. It is the Contractor's sole responsibility to verify all the pay item quantities prior to
submitting a bid.
When the quantity of the work to be done or materials to be furnished under any major pay item of the
contract is more than 1 25 % of the quantity stated in the contract, whether stated by Owner or by
Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised
consideration on the portion of work above 1 25% of the quantity in the contract.
When the quantity of the work to be done or materials to be furnished under any major pay item of the
contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by
Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised
consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph
shall not apply in the event Owner deletes a pay item in its entirety from this contract.
A major pay item is defined as any individual bid item included in the proposal that has total cost equal
to or greater than 5 percent of the original contract.
A minor pay item is defined as any individual bid item included in the proposal that has total cost less
than 5 percent of the original contract.
In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor
agree that the consideration will be the actual field cos[ of the work plus 1 5% as described herein
below, agreed upon in writing by the Contractor and Director of Department of Engineering and
N. Hughes Ave. & Meaders St. C2 (8) Special Provisions
DOE Nos. 2186 & 2187 Transportation & Public Works
r�
SPECIAL PROVISIONS (Transportation and Public Works)
approved by the City Council after said work is completed, subject to all other conditions of the
contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time
keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as
actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses;
and a ratable portion of premiums on performance and payment bonds, public liability, Workers
Compensation and all other insurance required by law or by ordinance. The Director of Department of
Engineering 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 work will be performed by the Contractor as an independent Contractor and not as an agent or
employee of the City. The 1 5% of the actual field cost to be paid to the Contractor shall cover and
compensate him for profit, overhead, general supervision and field office expense, and all other
elements of cost and expense not embraced within the actual field cost as herein specified. Upon
request, the Contractor shall provide the Director of Department of Engineering access to all accounts,
bills and vouchers relating thereto.
31. WAGE RATES: The labor classifications and minimum wage rates set forth herein have been
predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory
requirements, as being the prevailing classifications and rates that shall govern on all work performed
by the Contractor or any sub-contractor on the site of the Project covered by these Contract
Documents. In no event shall less than the following rates of wages be paid.
32. CROSSING OF EXISTING UTILITIES: Where a sanitary sewer line crosses over the storm drain the
sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile iron
pipe. The required length of replacement shall be determined by the Engineer. The material for
sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene
wrapping. Adaptor fittings shail be a urethane or neoprene coupling A.S.T.M. C.-425 with series 300
Stainless Steel compression straps.
Payment for work such as backfill, fittings, tie-ins and all other associated appurtenants reyuired, shall
be included in the linear foot price of appropriate bid item.
33. EXPLORATORY EXCAVATION: In addition to those areas as may be designated on the Drawings,
it shall be the Contractor's responsibility to excavate and locate existing utilities which may affect
construction of the storm drain. All exploratory excavations shall occur far enough in advance to
permit any necessary relocation to be made with minimum delay. All costs incurred by the Contractor
in making exploratory excavations shall be considered to be included in the unit price bid for
constructing of storm drain or the associated structures.
34. TEST HOLES: The matter of subsurface exploration to ascertain the nature of the soils, including the
amount of rock, if any, through which this pipeline installation is to be made is the responsibility of
any and all prospective bidders, and any bidder on this Project shall submit his bid under the condition.
Whether prospective bidders perform this subsurface exploration jointly or independently, and whether
they make such determinations by the use of test holes or other means, shall be left to the discretion of
such prospective bidders.
A copy of the Boring Logs performed on the site, with locations as identified on the plan, is attached as
Appendix A at the back of the Specification documents. It should be noted that this investigation was
made for design purposes only and that verification of the subsurface conditions for purposes of
determining difficulty of excavation, trafficability, etc., the responsibility of the Contractor.
The cost of the rock removal and other associated appurtenants, if required, shall be included in the
linear foot bid price of the pipe.
N. Hughes Ave. & Meaders St.
DOE Nos. 2186 & 2187
C2 (9)
Special Provisions
Transportation & Public Works
SPECIAL PROVISIONS (Transportation and Public Works)
35. TIE-INS: The Contractor shall be responsible for making the tie-in from the existing inlets [o the new
storm drain as shown on the plans. It shall be the responsibility of the Contractor to verify the exact
location and elevation of the existing line tie-ins. Any differences in ]ocations and elevation of
existing line tie-ins between the contract drawings and what may be encountered in the said work shall
be considered as incidental to construction. The cost of making tie-ins from existing storm drain
structures to new storm drain shall be included in the linear foot bid price of the pipe.
36. EQUAL EMPLOYMENT PROVISIONS• The Contractor shall comply with City Ordinance Number
7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-A-21 through 1
3-A-29) prohibiting discrimination in employment practices.
The Contractor shall post the required notice to that effect on the Project site, and, at his request, will
be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any
quali�ed applicant he may have on file in his office to the Contractor. Appropriate notices may be
acquired from the Equal Employment Officer.
37. TAX EXEMPTIONS: 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.
All equipment and materials not consumed by or incorporated into the Project construction, are subject
to State sales tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in the
various amounts on the Proposal form. The successful Bidder shall be required to submit a breakdown
between labor and material costs prior to execution of the contract.
38. CONTRACTOR COMPLIANCE WITH WORKER S COMPENSATION LAW•
38.1 Workers Com�ensation insurance Coverage
38.1.1 Definitions:
Certification 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 coverage for
the person's or entity's 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 1 406.096) 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 contracted directly with the contractor and 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 eGuipment or
materials, or providing labor, transportation, or other services related to a project. "Services"
does not include activities unrelated to the project, such as food/beverage vendors, office supply
deliveries, and delivery of portable toilets.
The Contractor shall provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meet the statutory requirements
of Texas Labor Code, Section 401.011(44) or all employees of the contractor providing services
on the project, for the duration of the project.
The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract.
N. Hughes Ave. & Meaders St. C2 (10) Special Provisions
DOE Nos. 2186 & 2187 Transportation & Public Works
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38.1.2
38.1.3
SPECIAL PROVISIONS (Transportation and Public Works)
If the coverage period shown on the contractor's current certificate of coverage ends during [he
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.
The contractor shall obtain from each person providing services on a project, and provide to
the governmental entity:
38.1.2.1 a certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for
al persons providing services on the project; and
38.1.2.2 no later than seven days after receipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the cunent
certificate of coverage ends during the duration of the project.
The Contractor shall retain all required certificates of coverage for the duration of the
project and for one year thereafter.
38.1.4 The Contractor shall notify the governmental entity in writing by certified mail or personal
delivery, within ten (10) days after the contractor knew or should have known, of any
change that materially affects the provision of coverage of any person providing services on
the project.
� 38.1.5 The Contractor shall post on each project site a notice, in the text, form and manner
prescribed by the Texas Worker's Compensation Commission, informing all persons
( providing services on the project that they are required to be covered, and stating how a
� person may verify coverage and report lack of coverage.
38.1.6 The Contractor shall contractually require each person with whom it contracts to provide
services on a project, to:
38.1.6.1 provide coverage, based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas labor code, Section 401.011(44) for all its employees
providing services on the project, for the duration of the project;
38.1.6.2 provide to the contractor, prior to that person beginning work on the project, a
certificate of coverage showing that coverage is being provided for all employees of
the person providing services on the project, for the duration of the project;
38.1.6.3 provide the contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
cunent certificate of coverage ends during the duration of the project;
38.1.6.4 obtain from each other person with whom it contracts, and provide to the
contractor:
a certificate of coverage, prior to the other person beginning work on the project;
and
a new certificate of coverage showing extension of coverage, prior to the end of the
coverage period, if the coverage period shown on the current certificate of coverage
ends during the duration of the project:
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38.1.6.5 retain all required certificates of coverage on file for the duration of the project and
for one year thereafter.
38.1.6.6 notify the governmental entity in writing by certified mail or personal delivery,
within ten (10) days after the person knew or should have know, of any change that
materially affects the provision of coverage of any person providing services on the
project; and
38.1.6.7 contractually require each person with whom it contracts, to perform as required by
paragraphs (1) -(7), with the certificates of coverage to be provided to the person
for whom they are providing services.
38.1.7 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 worker's compensa[ion
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 canier or, in the case of a self-insured, with the
commission's Division of Self-Insurance Regulation. Providing false or misleading
information may subject the contractor to administrative, criminal, civil penalties or other
civil actions.
38.1.8 The contractor's failure to comply with any of these provisions is a breach of contract by the
contractor which entitles the governmental entity to declare the contract void if the
contractor does not remedy the breach within ten days after receipt of notice of breach from
the governmental entity.
38.2 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 Worker's Compensation Act or other Texas Worker's
Compensation Commission rules. This notice must be printed with a title in at least 30 point
bold type and text in at least 1 9 point normai type, and shall be in both English and Spanish and
any other language common to the worker population. The text for the notices shall be the
following text, without any additional words or changes:
"REQUIItED WORKER'S COMPENSATION COVERAGE"
The law requires that each person working on this site or providing service related to this
construction projec[ 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 Worker's 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".
39. SPOIL/FILL MATERIAL: Prior to the disposing of any spoiUfill material, the Contractor shall advise
the Director of The Department of Engineering, acting as the City of Fort Worth's Flood Plain
Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of
such material. Contractor shall not dispose of such material until the proposed sites have been
determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of
Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to
ensure that filling is not occuning within a flood plain without a permit. A flood plain permit can be
issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are
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not in a flood plain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by
the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit
authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit,
including any necessary engineering studies, shall be at Contractor's expense. In the event that the
Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the Administrator
approving the disposal site, upon notification by the Director of The Department of Engineering,
Contractor shall remove the spoiUfill material at its expense and dispose of such materials in
accordance with the Ordinances of the City and this section.
40. EASEMENTS AND PERMITS: In the event additional work room is required by the Contractor, it
shall be the Contractor's responsibility to obtain permission from the property owners involved for the
use of additional property required. No additional payment will be allowed for this item. All property
affected by construction shall be cleaned up after use and restored to their original conditions or better
and shall be subsidiary to contract.
4L INGRESS AND EGRESS: The Contractor shall provide ingress and egress to the property being
crossed by this construction and adjacent property when construction is not in progress and at night.
Drives shall be left accessible at night, on weekends, and during holidays.
42. CONSTRUCTION ITEMS:
NON-PAY ITEM NO. 1- CLEARING AND GRUBBING:
All objectionable items within the limits of this project and not otherwise provided for shall be
removed under this item in accordance with Standard Specification Item 102, "Clearing and
Grubbing". This item shall also include removing and disposing of all trees, stumps, and roots
necessary for the construction of the storm drain, as shown on the Plans or as directed by the Engineer.
NON-PAY ITEM NO. 2- SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall
apply. However, no direct payment will be made for this item and it shall be considered incidental to
this contract.
NON-PAY ITEM NO. 3- SILICONE JOINT SEALING:
This non-pay item includes the installation of a class I or class II low-module silicone joint sealant
system for the Portland Cement Concrete Curb and Gutter. Specifications for "Silicone Joint Sealing"
are enclosed. This item is subsidiary to Pay Item No. 17 "7-inch Curb and 18-inch Gutter," and as
such shail not be paid for directly.
"STANDARD SPECIFTCATIONS° IN ALL OF THE FOLLOWING ITEMS MEANS STANDARD
SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT
WORTH TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
PAY ITEM NO. 1— UTII,ITY 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 the water,
sanitary sewer and natural gas service lines and appurtenances, where such service lines and
appurtenances are the property owner's 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 the Engineer. No payment will be made for utility adjustments except those adjustments
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determined necessary by the Engineer. Should the Contractor damage service lines due to his
negligence, where such lines would not have required adjustmen[ or repair otherwise, the lines shall be
repaired and adjusted by the Contractor at the Contractor's 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.
PAY ITEM NO. 2- PROJECT DESIGNATION SIGN•
The Contractor shall construct and install Project Designation Signs at each end of the street under
construction and it will be the responsibility of the Contractor to maintain the signs in a presentable
condition at all times on each project under construction. Maintenance will include painting and
repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the
individual project signs lettered and painted in accordance with the enclosed detail. The unit price per
bid per each will be full payment for materials including all labor, equipment, tools and incidentals
necessary to complete the work.
PAY ITEM NO. 3— UNCLASSIFIED STREET EXCAVATION•
See Standard Specification Item No. 106, "Unclassified Street Excavation" for specifications
governing this item. Removal of existing penetration or asphalt pavement shall be included in this
item. All objectionable material found within the limits of excavation shall be removed from the job
site and disposed of in a manner satisfactory to the Engineer. Removal of such shall be subsidiary to
this item unless otherwise provided herein. Operations necessary to windrow existing gravel base in
order to lower or raise subgrade shall be considered a subsidiary to this item and no additional
compensation shall be given as such.
The intention of the Owner is to pay only the plan quantity without measurement. Should either
contracting party be able to show an enor in the quantities exceeding 10 percent, then actual quantities
will be paid for the unit price bid. The party requesting the payment of actual rather than plan
quantities is responsible for bearing any survey andlor measurement costs necessary to verify the
actual quantities. Proposed cross sections are available upon request.
PAY ITEM NO. 4- REMOVE EXISTING DRIVEWAYS SIDEWALK AND LEADWALKS
Where shown on the plans or where designated by the Engineer, existing driveway pavement,
sidewalks and leadwalks shall be removed and disposed of in a manner satisfactory to the Engineer.
The existing reinforcing steel at construction joints shall be cleaned and lapped a minimum of 40 bar
diameters with the new reinforcing steel of the proposed sidewalks and leadwalks. Existing driveway
pavement shall be sawcut and removed one linear foot off of the property line. Measurement will be
by the square foot as shown on the proposal and will be full compensation for the removal and disposal
of the existing driveway pavement, sidewalks and Ieadwalks removed, and for all labor, tools and
incidentals (including saw-cutting where required) necessary to complete the work.
The contractor shall protect fences, retaining walls and all other structures during the removal
of the sidewalks. The contractor shall be responsible for damage to all adjacent structures and
shall repair or replace structures at contractor's own expense.
PAY ITEM NO. 5- REMOVE EXISTING CURB AND GUTTER
Where shown on the plans or where designated by the Engineer, existing curb and/or gutter and
existing laydown curb shall be removed and disposed of in a manner satisfactory to the Engineer. The
existing curb and gutter shall be removed to the nearest construction joint or saw cut as directed by the
Engineer. The existing reinforcing steel at construction joints shall be cleaned and lapped a minimum
of 40 bar diameters with the �ew reinforcing steel of the proposed curb and gutter. Measurement will
be by the linear foo[ for curb (including laydown curb) and gutter as shown on the proposal and will be
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full compensation for the removal and disposition of the curb, curb and gutter, laydown curb removed
and for all labor, equipment, tools, and incidentals necessary to complete the work.
The contractor shall remove and salvage all existing storm drains that are routed through the
curb. Storm drains shall be reinstalled with the construction of the proposed attached concrete
curb. If the storm drains are not salvageable, the contractor shall provide replacement storm
drain pipes of equal or better or as directed by the Engineer. This work shall be considered
subsidiary to the removal of curb and gutter.
PAY ITEM NO. 6— 6-INCH REINFORCED CONCRETE DRIVEWAY PAVEMENT:
All applicable provisions of Standard Specifications Item 504 shall apply. The unit price bid per
square foot shall be full payment for excavation and preparing subgrade, furnishing all materials
including gravel base and expansion joint materials and for all manipulation, labor, tools, equipment
and incidentals necessary to complete such work.
PAY ITEM NO. 7— 7-INCH CONCRETE CURB AND 18-INCH GUTTER INCLUDING
LAYDOWN CURB AT DRIVE APPROACHES AND WHEELCHAIR RAMPS:
� Where shown on plans or where designated by the Engineer, 7-inch curb and 18-inch gutter and
laydown curb (drive approaches and wheelchair ramps) shall be constructed in accordance with
( standard details on plans and Standard Specification Item No. 502, or as directed by the Engineer.
Concrete gutter shall be included in this pay item per linear foot of laydown curb. The existing
'� reinforcing steel at construction joints shall be cleaned and lapped a minimum of 40 bar diameters with
'� the new reinforci.ng steel of the proposed curb and gutter. Dowel bars shall be installed where needed
or as directed by the Engineer. Dowel bars shall conform to Standard Specifications Item No. 314.2.7,
�( no cap required. The unit price bid per linear foot shall be full compensation for all labor, tools, and
t' equipment necessary to complete the work.
i( The contractor shall reinstall storm drains, originally routed through the existing curb, at
!�� previous locations or as directed by the Engineer. This work shall be considered subsidiary to the
;, construction of curb and gutter.
PAY ITEM NO. 8— TOPSOIL:
This item shall be governed by Item 116 of the Standard Specifications. Locations of the top soil shall
be as directed by the Engineer. The quantity allocated in the proposal was computed based on
approximately one-half the total parkway area requiring top soil from borrow sources. This item shall
only be used when excavated materials are not suitable for use as top soil. Payment for this type of
material shall be made for the amount of material actually used at the direction of the Engineer as
measured to the nearest unit established in the bid item. The prebid unit price of eleven dollars per
cubic yard shall prevail regardless of the actual amount used for the project.
PAY ITEM NO. 9— 6-INCH SOIL.—LIME TREATED SUBGRADE:
This item shall be governed by Standard Specification Item No. 210 "Lime Treatment (Material
Manipulation)" except as modified herein. Where the Standard Specifications reference "at the rate
specified on the plans" the reference shall be changed to "at the rate specified in the Contract
Documents if not otherwise shown on the plans". The unit price bid per square yard shall be full
compensation for all labor, tools, and equipment necessary to complete the work.
PAY ITEM NO. 10 — LIME FOR SUBGRADE (28 LBS/SY):
This item shall be governed by Standard Specification Item No. 210 "Lime Treatment (Material
Manipulation)". Where the Standard Specifications reference "at the rate specified on the plans" the
reference shall be changed to "at the rate specified in the Contract Documents if not otherwise shown
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on the plans". Lime content shall be specified as 28 LBS/SY. The unit price bid per ton of lime shall
be full compensation for all labor, tools, and equipment necessary to complete the work.
PAY ITEM NO. 11&12 — HOT-MIX ASPHALTIC CONCRETE PAVEMENT:
This item shall be governed by Standard Specification Item No. 312 and shall include hot-mix
asphaltic pavement for standard street sections, intersections and pavement repair sections. This item
shall also include furnishing and installing silicon joint sealant as specified and/or as directed by the
Engineer. The unit price for surface pavement shall be bid per square yard and shall be full
compensation for all labor, tools, and equipment necessary to complete the work and shall be paid by
the amount used in the completed and accepted pavement. The unit price for transition pavement shatl
be bid per ton and shall be full compensation for all labor, tools, and equipment necessary to complete
the work and shall be paid by the amount used in the completed and accepted pavement.
PAY ITEM NO. 13 — FLEXIBLE BA3E FOR DRIVEWAY TRANSITIONS:
This item shall be governed by Standard Specification Item No. 208 and shall flexible base for
driveway transition pavement. The unit price bid per ton shall be full compensation for all labor, tools,
and equipment necessary to complete the work and shall be paid by the amount used in the completed
and accepted pavement.
PAY ITEM NO. 14 — MANHOLE ADJUSTMENT:
This item shall include adjusting the tops of existing manholes (gas, storm drain, sanitary sewer, etc.)
to match proposed grade as shown on the plans and as directed by the Engineer. General Provisions
Item No. 450 —"Adjusting Manholes and Inlets" shall apply except as herein modified. The
Contractor shall familiarize himself with the number, location and condition of the manholes to be
affected by the street reconstruction. The unit price for this item is a pre-bid amount of three hundred
fifty dollars ($350.00) each and shall be full payment for all labor, material, equipment and incidentals
necessary to complete such work.
PAY ITEM NO. 15 — PERMANENT ASPHALT PAVEMENT REPAIR (E2-19):
The unit price under the appropriate bid item of the proposal shall cover all costs for providing
pavement repair equal to or superior in composition, thickness, etc. to existing pavement as detailed in
the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts,
Figures 1 through 5.
All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of
the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled
and the top nine (9) inches shall be filled with required materials as shown on paving details,
compacted and level with the finished street surface. This finished grade shall be maintained in a
serviceable condition until the paving has been replaced. All residential driveways shall be accessible
at night and over weekends.
The pavement shall be replaced within a maximum of five (5) working days, providing job placement
conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of
the Owner, the repaving shall be done at the earliest possible date.
The unit price bid per linear foot of trench shall be full compensation for all labor, tools, and
equipment necessary to complete the work and shall be paid by the amount used in the completed and
accepted pavement.
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PAY ITEM NO. 16 — WATER VALVE BOX ADJUSTMENT:
Contractor shall be responsible for adjusting water valve boxes to match new pavement grade as
shown on plans and as directed by the Engineer. City of Fort Worth Water Department forces will
adjust water valves themselves. The unit price for this item is a pre-bid amount of two hundred fifty
dollars ($250.00) each and shall be full payment for all labor, material, equipment and incidentals
necessary to complete such work.
PAY ITEM NO. 17 — PROPOSED 4-INCH STANDARD LEADWALKS:
This item shall be governed by the applicable provisions of Standard Specification Item 504.
Leadwalks shall be constructed with 3000 psi concrete on a two inch sand cushion. Place one-half
inch preformed bituminous expansion joints at junctions with existing work and at intervals not to
exceed 50 feet, or as directed by the Engineer. The unit price bid per cubic yard shall prevail
regardless of the actual final amount required to be installed and shall be full compensation for
furnishing all labor, material, equipment and incidentals necessary to complete such work.
All brick, stone and grout leadwalks shall be removed, salvaged, stored and replaced as directed
by the Engineer. The contractor shall protect fences, retaining walls and all other structures
during the construction of the leadwalks. The contractor shall be responsible for damage to all
adjacent structures and shall repair or replace structures at contractor's own expense.
PAY ITEM NO. 18 — PROPOSED 4-INCH STANDARD SIDEWALKS:
This item shall be governed by the applicable provisions of Standard Specification Item 504.
Sidewalks shall be constructed with 3000 psi concrete on a two inch sand cushion. Palce one-half inch
preformed bituminous expansion joints at junctions with existing work and at intervals not to exceed
50 feet, or as directed by the Engineer. The unit price bid per square foot shall prevail regardless of the
actual final amount required to be installed and shall be full compensation for furnishing all labor,
material, equipment and incidentals necessary to complete such work.
At locations where the line crosses driveway approach pavement, the thickness shall be increased to
six inches (minimum) and shall be paid for at the square foot price of the bid item for 6-inch concrete
drive approach.
The contractor shall protect fences, retaining walls and all other structures during the
construction of the sidewalks. The contractor shall be responsible for damage to all adjacent
structures and shall repair or replace structures at contractor's own expense.
PAY ITEM NO. 19 — STANDARD WHEELCHAIR RAMP:
The contractor shall construct standard concrete wheelchair ramps at locations shown on the plans.
Ramps shall be designed according to the details in the plans, or according to the Engineer. The
removal of existing substandard wheelchair ramps and sidewalks as required for installation of the new
ramps shall be subsidiary to this pay item. The removal and replacement of existing curb and gutter as
required for installation of new ramps shall be included in Pay Item 5(Remove existing curb and
gutter). Pay limits for laydown curb and gutter are as shown in the Standard Pay Limit detail (WR-1).
The pay limit will extend from 9" outside the lip of the gutter to 15" back from the face of curb. Any
asphalt tie-in shall be subsidiary to the curb and gutter pay item. Pay limits for "Standard Wheelchair
Ramp" will start 15" back from the face of curb and encompass the remainder of the ramp and
sidewalk. All applicable provisions of Standard Specifications Item No. 104 "Removing Old
Concrete" and Item No. 504 "Concrete Sidewalk Driveways" shall apply except as herein modified.
The unit price bid per square foot shall be full payment for all labor, material, equipment and
incidentals necessary to complete such work.
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PAY ITEM NO. 20 - REMOVE EXISTING CLJRB INLET:
This item shall consist of the removal and disposal of existing curb inlets at locations shown on plans
or as directed by the Engineer. Removal shall be in accordance with Specification Item No. 452
"Removing Old Structures". The unit price bid per each shall include all labor, materials, and
equipment necessary to remove and dispose of the existing inlets as shown on the plans and as directed
by the Engineer.
PAY ITEM NO. 21 - REMOVE EXISTING STORM SEWER MANHOLE:
This item shall consist of the removal and disposal of existing storm sewer manholes at locations
shown on plans or as directed by the Engineer. Removal shall be in accordance with Specification Item
No. 452 "Removing Old SVuctures". The unit price bid per each shall include all labor, ma[erials, and
equipment necessary to remove and dispose of the existing manholes as shown on the plans and as
directed by the Engineer.
PAY ITEM NO. 22 - REMOVE EXISTING REINFORCED CONCRETE PIPE:
This item shall consist of the removal and disposal of existing reinforced concrete storm sewer pipe at
locations shown on plans or as directed by the Engineer. Removal shall be in accordance with
Specification Item No. 452 "Removing Old Structures". The unit price bid per linear foot shall
include all labor, materials, and equipment necessary to remove and dispose of the exis[ing pipe as
shown on the plans and as directed by the Engineer.
PAY ITEM NO. 23 — PROPOSED STANDARD 10' CURB INLET:
This item shall include the construction of a standard 10' curb inlet as specified and at locations shown
on the plans or as directed by the Engineer. The unit price bid per each shall be full payment for all
labor, material, equipment and incidentals necessary to complete such work.
A trench safety system shall be used for all excavations of all depths. The Excavating and Trenching
Operation Manual of Occupational Safety and Health Administration, U.S. Department of Labor;
Subpart P shall be the minimum governing requirement of the item and is hereby made a part of this
specification. However, no direct payment will be made for this item and payment for the trench
safety system(s) shall be included in the unit prices bid for the items involving trenching in this
contract.
PAY ITEM NO. 24-26 — PROPOSED 30". 21" and 18" CLASS III REINFORCED CONCRETE
STORM DRAIN PIPE:
This item shall include the construction of 30", 21" and 18" diameter class III reinforced concrete pipe
as specified and at locations shown on the plans or as directed by the Engineer. The unit price for each
diameter of pipe, bid per linear foot shall be full payment for all labor, material, equipment and
incidentals necessary to complete such work.
A trench safety system shall be used for all excavations of all depths. The Excavating and Trenching
Operation Manual of Occupational Safety and Health Administration, U.S. Department of Labor;
Subpart P shall be the minimum governing requirement of the item and is hereby made a part of this
specification. However, no direct payment will be made for this item and payment for the trench
safety system(s) shall be included in the unit prices bid for the items involving trenching in this
contract.
PAY ITEM NO. 2? — PROPOSED 4'x4' JUNCTION BOX:
This item shall include the construction of a standard 4'x4' reinforced concrete junction box at
locations shown on the plans or as directed by the Engineer. Junction box dimensions, wall thickness,
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SPECIAL PROVISIONS (Transportation and Public Works)
and steel reinforcement shall be in accordance with City standards. The unit price bid per each shall be
full payment for all labor, material, equipment and incidentals necessary to complete such work.
A trench safety system shall be used for all excavations of all depths. The Excavating and Trenching
Operation Manual of Occupational Safety and Health Administration, U.S. Department of Labor;
Subpart P shall be the minimum governing requirement of the item and is hereby made a part of this
specification. However, no direct payment will be made for this item and payment for the trench
safety system(s) shall be included in the unit prices bid for the items involving trenching in this
contract.
PAY ITEM NO. 28 — STANDARD 5' STORM DRAIN MANHOLE:
This item shall include the construction of a standard 5' concrete storm drain manhole at locations
shown on the plans or as directed by the Engineer. Manhole dimensions, wall thickness, and steel
reinforcement shall be in accordance with City standards. The unit price bid per each shall be full
payment for all labor, material, equipment and incidentals necessary to complete such work.
A trench safety system shall be used for all excavations of all depths. The Excavating and Trenching
Operation Manual of Occupational Safety and Health Administration, U.S. Department of Labor;
Subpart P shall be the minimum governing requirement of the item and is hereby made a part of this
specification. However, no direct payment will be made for this item and payment for the trench
safety system(s) shall be included in the unit prices bid for the items involving trenching in this
contract.
PAY ITEM NO. 29 — CONCRETE MANHOLE COLLARS:
This item shall include the construction of a standard concrete manhole collar at all locations shown on
plans or as directed by the Engineer. The unit price bid per each shall be full payment for all labor,
material, equipment and incidentals necessary to complete such work.
A trench safety system shall be used for all excavations of all depths. The Excavating and Trenching
Operation Manual of Occupational Safety and Health Administration, U.S. Department of Labor;
Subpart P shall be the minimum governing requirement of the item and is hereby made a part of this
specification. However, no direct payment will be made for this item and payment for the trench
safety system(s) shall be included in the unit prices bid for the items involving trenching in this
contract.
PAY ITEM NO. 30 — TRENCH EXCAVATION AND BACKFILL FOR STORM DRAINS:
This item shall consist of the excavation and backfill required to install proposed storm drain pipe and
structures. The unit price bid per cubic yard shall be full payment for all labor, material, equipment
and incidentals necessary to complete such work.
A trench safety system shall be used for all excavations of all depths. The Excavating and Trenching
Operation Manual of Occupational Safety and Health Administration, U.S. Department of Labor;
Subpart P shall be the minimum governing requirement of the item and is hereby made a part of this
specification. However, no direct payment will be made for this item and payment for the trench
safety system(s) shall be included in the unit prices bid for the items involving trenching in this
contract.
PAY ITEM NO. 31 — REMOVE EXISTING WOOD FENCE:
This item shall consist of removing existing fence at locations shown on plans and as directed by the
Engineer. Contractor shall confirm removal locations with Engineer prior to removing any fence. In
the event the existing fence outside of designated limits for removal is damaged during construction,
Contractor shall replace the fence with new material of equal or better value at his own expense.
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The unit price bid per linear foot shall be full payment for all labor, material, equipment and
incidentals necessary to complete such work.
PAY ITEM NO. 32 — CONSTRUCT WOOD FENCE•
This item shall consist of constructing new wood fence at locations where existing fence is removed,
and as directed by the Engineer. Construction of new fence shall be in accordance with Specification
Item No. 508, where applicable to wooden materials. Contractor shall confirm installation locations
with Engineer prior to constructing any new fence. In the event the existing fence to remain is
damaged during construction, Contractor shall replace the fence with new material of equal or better
value at his own expense.
The unit price bid per linear foot shall be full payment for all labor, material, equipment and
incidentals necessary to complete such work.
PAY ITEM NO. 33 - 8-FOOT WIDE CONCRETE VALLEY GUTTER•
Where shown on plans or as directed by Engineer, 8-foot wide valley gutter shall have a reinforced
concrete thickness of 7 inches. The concrete valley shall conform to City standards for concrete curb
and gutter and City of Fort Worth Construction Standard Drawing No. S-S 6. The concrete shall be of
washed and screened aggregate with a minimum of five (5) sacks of cement per cubic yard of concrete
and a minimum flexural strength of 550 pounds per square inch. The unit price bid per square foot
shall be full payment for all labor, material, equipment and incidentals necessary to complete such
work.
PAY ITEM NO. 34 — GAS METER BOX ADJUSTMENT•
Contractor shall be responsible for adjusting existing gas meter boxes to match new pavement grade as
shown on plans and as directed by the Engineer.
The unit price for this item is a pre-bid amount of thirty-�ve dollars ($35.00) each and shall be full
payment for all labor, material, equipment and incidentals necessary to complete such work.
N. Hughes Ave. & Meaders St. C2 (20) Special Provisions
DOE Nos. 2186 & 2187 Transportation & Public Works
-C3-
PROJECT SIGN
(TRANSPORTATION & PUBLIC WORKS DEPARTMENT)
- � -
� ���� ._: � - — � _,�_.� ..�. -...a.: . � _ ,. --.t _-� t -� -, . . �.�-a �. � �........ � r =.-� . _ � _ _ , .. --� - -.
Proiect Designation Sign
3 %Z'
�
4'-0"
� Longhorn White (Blue Background w/White Letters)
Letters: City of Fort Worth — Bookman Demi Italic
�; Project Title, Contractor & Date in Helvetica
Other Letters in Helvetica
- SECTION D -
UNITS I& II, PROPOSAL & FORMS
��
PROPOSAL
PROPOSAL
TO: Bob Terrell, City Manager, Fort Worth, Texas
PROPOSAL FOR: the furnishing of all materials except materials specified to be furnished by the City,
equipment and labor for the installation ofpavement and drainage improvements and all necessary
appurtenances and incidental work to provide a complete and serviceable project idenrified as:
FOR: 1998 CAPITAL IIvIPROVEMENT PROJECTS, CONTRACT 18
DOE NOS.: 2186 — N. Hughes Avenue (E. Lancaster to Norma)
2187 — Meaders Street (Craig to 2404 Meaders)
UNIT I: WATER & SAIVITARY SEWER IMPROVEMENTS
WATER PROJECT NO.: PW 77-060770154200
SEWER PROJECT NO.: PS 46-070460134040
UNIT II: PAVING & STORM DRAINAGE IMPROVEMENTS
T/PW PROJECT NOS: C 115-0201150040559 - N.Hughes Avenue
FILE NO: K-1599 C 115-0201150040660 - Meadows Street
In strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the
Prices stated below.
By submission of this PROPOSAL ,each BIDDER certifies, and in the case of a joint PROPOSAL each
party thereto certifies as to his own organization, that this PROPOSAL has been arrived at independently
without consultation, communication, or agreement as to any matter relating to this PROPOSAL with any
other BIDDER or with any other competitor.
Bidder hereby agrees to commence WORK under this contract on or before adate to be specified in the
NOTICE TO PROCEED and fully complete the PROJECT within 150 working days thereafter. BIDDER
futher agrees to pay as liquidated damages, the sum of $250.00 for each consecutive calendar day therafter
as provided in the Transportation arid Public Works Deparhnent Special Provisions.
Pursuant to the foregoing "Notice to Bidders", the undersigned bidder having thoroughly examined the
Contract Documents, including plans, special contract documents, and the General Contract Documents
and General Specifications for the Water Deparhnent Projects, the site of the project and understanding the
amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, fuiuish all
labor, equipment, and material except as specified to be fiuuished by the City, which is necessary to fully
complete the work as provided in the Plans and Contract Documents and subject to the inspection and
approval of the Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this
Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance
Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and
completing of the said work. Contractor proposes to do the work within the time stated and for the
following sums:
N. Hughes Ave. & Meaders Street D1 (1) Proposal —Addendum 2
DOE Nos. 2186 & 2187 January 17, 2001
UNIT I: WATER & SANITARY SEWER IMPROVEMENTS — Alternates A&B
PAY APPROX UNIT DESCRIPTION OF ITEMS WITH BID PRICES UNIT ANIOUNT
ITEM QTY WRITTEN IN WORDS PRICE BID
SECTION A— WATER IMPROVEMENTS, Hughes Avenue and Meaders Street
Fumish and install, including al] appurtenant work, complete in place, the following items; � d�O • 4 D`r
1 3480 LF 8" PVC class DR 14 water pipe (All depths), $�! • SD $ d
inciuding removal of existing 6" & 8" water lines
and connections @
_� ��
Dollars
i
and ` � � Cents per LF �
2 20 LF 14" ductile iron encasemeiff @ $ �f�0 $ 1 7"v . ��
.
Dollars
and `�C.tS Cents per LF
�
3 9 EA 8-inch gate valve with cast iron box and lid @ $ DD.D� $ �� �o 0
� Dollars
and `-�'2.� Cents per EA
�y DA
4 1 TON Fumish and install, complete and in-place, cast iron $ OC ��, $ DDCi . O D Y
fittings with concrete blocking @
�-�� Dollars
and �-O Cents per TON
5 8 �A Install standard fire hydrant (3'-6" bury) @ $�S[�O. �� $ /.�� �. d d�
�� ,-� �fl p �,, �� � Dollars
and `� Cents per EA
6 8 LF Barrel extensions for hydrants over 3'-6" bury @ $ �. �� $ � b A �
Dollars
and �f iA Cents per LF /
7 70 LF 6-inch PVC �vater pipe for hydrant leads @ $ /�� p $ ���, D O t�'�
,�ii� Dollars
and Cents per LF �,/
/y el) /Q� ,npy � O D
8 1 LS Furnish and ]ay 2-inch pipe �vith fitrings for $ rti�. $ L��_J
temporary service connections @
�( , �lsy1,O� Dollars
and 6"f Z.(� Cents per LS '
9 42 EA Class "A" water meter @ $�'t�. , O $ ��• 0 m v�
(� Dollars
and ,��_ Cents per EA
10 7 EA Class "B" water meter @ $�p�,DO $ �O 0 D
��
(�,�,�,. Dollars
and '��) Cents per EA
N. Hughes Ave. & Meaders Street D 1(2) Proposal — Addendum 2
DOE Nos. 2186 & 2187 January 17, 2001
UNIT I: WATER & SANITARY SEWER IMPROVEMENTS — Alternates A&B
PAY APPROX UNIT DESCRIPTION OF ITEMS WITH BID PRICES UNIT AMOUNT
ITEM QTY WRITTEN IN WORDS PRICE BID
SECTION A— WATER IMPROVEMENTS, Hughes Avenue and Meaders Street �
11 49 EA 1" �vater service tap, saddle, stop and fittings from $ l�,�'d � d a $ �' °� Q S"� � jj v
service to main @
,�j � � � ,� Dollars
and ''��U �Cents per EA
12 980 LF 1" copper service line @ $ ' d � $ � � �--� • � � �
Dollars
and Cents per LF
��,�, 00 �
13 1 EA Remove existing water vault @ $ ��• $ �' O D
%L{J p ..� Dollars
and Cents per EA
14 54 EA Remove and salvage exisring water meter and box $ L,D,D 1� $ ( D D. d� �
@ �LJ�{/Yt..�t� Dollars
and `'j�'Z,O Cents per EA �
15 10 CY Crushed limestone for miscellaneous placement @ $ r+ � � $ �� �� �
Dollars
and �Q Cents per CY J f �
16 10 CY Class B(i500psi) concrete for miscellaneous $ /• b� $ `�, O�
placement @
Dollars
and �� Cents per CY �
17 10 CY Class E(2500psi) concrete for miscellaneous � l. 6 a $ �• b� �
placement @
Dollars
and �/i.-(� Cents per CY
18 3480 LF Temporary pavement repair @ $ "�'• D � $ �� � � � �
, Dollars
and �.,�___ Cents per LF
19 50 LF Permanent HMAC pavement repair @ $ J. �� $ �• 0 O
�tj �r t�t-d __ Dollars
and----�G� Cents per LF
SUBTOTAL — UNI'I' I, SECTION A ................................................................................. $(�tR �. O b
N. Hughes Ave. & Meaders Street D 1(3) Proposal — Addendum 2
DOE Nos. 2186 & 2187 January 17, 2001
UNIT I: WATER & SANITARY SEWER IMPROVEMENTS — Alternates A&B
PAY APPROX UNIT DESCRIPTION OF ITEMS WITH BID PRICES UNIT AMOUNT
ITEM QTY WRITTEN IN WORDS PRICE BID
SECTION A— WATER IMPROVEMENTS, Hughes Avenue and Meaders Street
LIST OF CAST IRON FITTINGS
AS REQITIRED BY E2-7.11A TO BE SUBMITTED WITH BID
No. of Size of Type of Weight Total Weight
Fittings Fitting Fitting (lbs Each) (Tons)
8 8"x8"x6" Tee
2 8"x8"x8" Tee
1 10"x10"x8" Tee
1 10" Solid Sleeve
1 8" Solid Sleeve
1 8" Plug
2 8"x6" Reducer
8 8" 45 Degree Bend
N. Hughes Ave. & Meaders Street D 1(4)
DOE Nos. 2186 & 2187
Proposal — Addendum 2
January 17, 2001
UNIT I: WATER & SA,NITARY SEWER IMPROVEMENTS, Alternates A&B
PAY APPROX UNIT DESCRIPTION OF ITEMS WITH BID PRICES UNIT AMOUNT
ITEM QTY WRITTEN IN WORDS PRICE BID
SECTION B- SANITARY SEWER IMPROVEMENTS, Hughes Avenue and Meaders Street
Furnish and install, including all appurtenant work, complete in place, the following items; �
1 2690 LF 8-inch PVC sanitary sewer line (All depths) @ $ ��D � $�. / QQ. �21
-�.�7-�—
�Kiu..xi,..�L Dollars
and �/'I.� Cents per LF �
2 158 LF 8" Ductile iron sanitary sewer line (All depths) @ $ d.�Q $ � 7�, Bd
Dollars
and � Cents per LF �.
3 11 EA Standard 4' dia. Manhole (4'-6' depth) @ $ f,�i�, �d $ % 3� �. L9 d F
' � Dollars
and � Cents per EA
4 5 LF Additional Depth for Manhole @ $ �Q � $ QQ . D� �
__�-__.� Ll-T -_— Dollars
and _ Cents rer LF
5 11 EA Concrete collar for manhole @ $ $
�
f � � Doliars
and Cents per EA
6 11 EA Watertight manhole inserts @ $ �.dQ $ �j �,l.(i0 ��
' Dollars
and d'�'(„p Cents per EA
7 8 EA Remove existing sanitary sewer manhole @ $ �$ L5� �.��'�
G� .� (-� Dollars
r✓
and ��� Cents per EA
8 50 EA Install 4" sanitary sewer service tap @ $�� �� $� s'� �����
e��� (�'�kG�/t� d � Dollars
and �%i,.� �ts per EA
9 1000 LF Instal] 4-inch sanitary sewer service line from $(,j .d D $ ODD e O D t/'
service tap to main @
E � Dol]ars
and � Cents per LF
10 10 CY Fiowable fill grout for miscellaneous placement @ $ 1• d0 $ �D. o Zi ``'�
Dollars
and 4yLD Cents per CY
11 5 CY Civshed limestone for miscellaneous placement @ $ /, �! Q $ s. O!, �
Doliars
and '�yL�p Cents per CY
N. Hughes Ave. & Meaders Street D 1(5)
DOE Nos. 2186 & 2187
Proposal — Addendum 2
January 17, 2001
UNIT I: WATER & SANITARY SEWER IMPROVEMENTS, Alternates A&B
PAY APPROX UNIT DESCRIPTION OF TTEMS WITH BID PRICES UNIT AMOUNT
TTEM QTY WRITTEN IN WORDS PRICE BID
SECTION B— SANITA.RY SEWER IMPROVEMENTS, Hughes Avenue and Meaders Street/
12 5 CY Class B(2500psi) Concrete for misc. placement @ $ jJ p $ " a� '�
Dollars
and `'Z2.r) Cents per CY
13 5 CY Ctass E(1500psi) concrete for misc. placement @ $ �', p[� g �� Q L� `°' I
Dollars
and t-�l,p Cents per CY
14 2773 LF 2" Temporary HMAC pavement repairs @ $ ,d jj g j%, l„ �' g�� zj �
��:�---'�
Dollars
and Yt� Cents per LF
15 i l EA Vacuum test manholes @ $ I� �. d t% $ �l ��� p D �
� Dollars
and `�Z..� Cents per EA
16 2773 LF Pre consh-ucrion sanitary sewer line TV inspecrion $ ,2, D � $ �,S ��p � Q Q "'�
@
— %'� Dollars
and `�t.�7 Cents per LF
17 2773 LF Post construction sanitary sewer line TV inspection $ /. o � $ � 7% 3• �� `�
@
Dollars
and � Cents per LF
18 50 LF Permanent HMAC pavement repairs $%.� j� $ ��"�, Q� �
Doliars
and � �.� Cents per LF
I 9 1549 LF Trench Safety �(Depth > 5') $�• �� $�� D d �
Q�"� � Dollars
�
and Cents per LF �� � � � � �
SUBTOTAL — UNIT I, SECTION B ................................................................................. $
N. Hughes Ave. & Meaders Street D 1(6)
DOE Nos. 2186 & 2187
Proposal — Addendum 2
January 17, 2001
UNIT I: WATER & SANITARY SEWER IMPROVEMENTS, Alternates A&B
PAY APPROX UNIT DESCRIPTION OF ITEMS WITH BID PRICES UNIT AMOUNT
ITEM QTY WRITTEN IN WORDS PRICE BID
SECTION B— SANITARY SEWER IMPROVEMENTS, Hughes Avenue and Meaders Street
Si:11VIlVIARY — ITNIT I, Alternates A&B
Unit I— Water & Sanitary Sewer Improvements Subtotals
5ubtotal � Section A- Water Improvements, N. Hughes Ave. & Meaders St. $��p �� %�p �j ��
Subtotal � Section B- Sewer Improvements, N. Hughes Ave. & Meaders St. $__���� 3� p-�`�
Unit I, Total $� 1 y�. �`'�
N. Hughes Ave. & Meaders Street D 1(7)
DOE Nos. 2186 & 2187
Proposal — Addendum 2
January 17, 2001
UNIT II: PAVING AND DRAINAGE IMPROVEMENTS — Alternate A(Hmac Pavement)
ITEM PAY APPROX UNIT DESCRIPTION OF ITEMS WITH BID PRICES UNIT AMOUNT
NO. ITEM QTY WRITTEN IN WORDS PRICE BID
SECTION A—NORTH HUGHES AVENUE (COUNCIL DISTRICT 4�
Fumish and install, including all appurtenant �vork, complete in place, the follo�ving items;
450 1 1 LS Utility Adjustments @ $ 5000.00 $ 5000 `"''�
SP 1 Five Thousand Dollars
and No Cents per IS
SP 2 2 2 EA Project designarion sign @ $ 200.00 $ 400 °�
Two Hundred Dollars � �
And No Cents per EA '°'�` ��� m, �� _
` "" ���_.,.��--�
106 3 2387 CY Unclassified Street excavarion @ $ $
SP 3 • �� r'� Z �J � U � ,�— �.�
6 Dollars
and � Cents per CY
104 4 4150 SF Remove existing drive� ays, sidewalks and //
�O l � `f'� � °��
520 leadwalks , including saw-cutting «ith protection of $ .-�' $
SP 4 existing structures
�
__ Dollars
and � Cents per SF / / �
G � (p � �"�
104 5 1865 LF Remove existing curb an gutter @ $ � $ �
SP 5 ���
Dollars
and ��� Cents per LF
504 6 3750 SF 6-inch stand rd concrete driveway @ $ $ !�(�S �" �
SP (i � �,,.Q
_ Dollars
and t Cents per SF � /.� ��
502 7 1850 LF 7-Inch concrete curb & 1'-6' gutter; including $ / r $ /ip �p �
SP 7 laydown curb at driveway approaches, ]ead�valks
and wheelchair a s @,
�� �
.
Dollars
and //) �"� Cents per LF
116 8 100 CY Topsoil, as directed by the Engineer @ $ 11.00 $ 1100 �
SP 8 Eleven Dollars
and No Cents per CY � �
210 9 3127 SY 6-Inch soil — lime treated subgrade @ $ ��"" $ �� �
----
SP 9 / � � r�
210 10 47
sP io
Doilars
and �` ___ Cents per SY
TON Lime for sub ade (30# I S @
/ V ! (/�.
$
Dollars
and __ �� Cents per TON
�O`�' �." �
.�$ v ✓
N. Hughes Ave. & Meaders Street D 1(8) Proposal — Addendum 2
DOE Nos. 2186 & 2187 January 17, 2001
UNIT II: PAVING AND DRAINAGE IMPROVEMENTS — Alternate A(Hmac Pavement)
ITEM PAY APPROX UNIT DESCRIPTION OF TI'EMS WITI3 BID PRICES UNIT AMOUNT
NO. ITEM QTY WRITTEN IN WORDS PRICE BID
SECTION A-NORTH HUGHES AVENUE (COUNCIL DISTRICT 4� -� �'
312 11 .388A-� SY 5-Inch HMAC surface pavement @ $ � � � $ �� � � � �f
SP 11 2.�, � % {� �
_ Donars
and _ Cents per SY ,�, �
312 12 20 TON HMAC surface transit o pavement @ $ 6��$ ! T l%� '"
SP 12 �L�,�o �, C � �
Dollars
and Cents per TON ,� � ��
208 13 50 CY Flexible base for driveway transirions @ $ ��— $ -^"""�
SP 13 -e (('�,(� (/t
Dollars
and Cents per CY
450 14 6 EA Manhole adjustment @ $ 350.00 $ 2,100 �
SP 14 Three Hundred Fiflv Dollars
and No Cents per EA
450 15 4 EA Adjust water valve boxes to grade per Unit II @ $ 250.00 $ 1,000 �
SP 16 Two Hundred Fiftv Dollars
and No Cents per EA ��� � � � � �.,, �
504 16 5 CY 4" Standard lead alks (c� $ �$ '�
SP 17 �
��_ _„_ Dollars
and � Cents per CY � r,�"'� �� / ,� � �
C.l
504 17 3360 SF 4" Standard sidewalks @ $ $ 6
SP 18 �+(�(�
- �
Dollars
p� �� �1 >� �� �
and J � � �i► '�' ( (�Cents per SF -� -+ i 6 V - �,
504 18 100 SF Wheelchair ramps $ �'"'�'�'" $
SP 19 • -
� V �e� L.� � Dollars
and (�,i� Cents per �A.. J F �'
•a �452 19 5 EA Remove exi ting curb inlet $ (�^ $
SP 20 �� �p � ��l�,�
.—�_
Dollars
and j�/t,� Cents per EA �. ,�s �
452 20 2 EA Remove existing storm sewer manhole @ $ �� $ �� ��
SP 21 �� ytpw
-'_ T_
Dollars
and t/j��.� Cents per EA
452 21 183 LF Remove� e-x�—isti�n� RCP storm sewer pipe @
SP 22 / /� �( ,�p $ � � $ �`[,� � C� �
� —" J �
Dollars
and ��Lap Cents per LF
N. Aughes Ave. & Meaders Street D 1(9) Proposal — Addendum 2
DOE Nos. 2186 & 2187 January 17, 2001
UNIT II: PAVING AND DRAINAGE IMPROVEMENTS — Alternate A(Hmac Pavement)
ITEM PAY APPROX UNIT DESCRIPTION OF TI'EMS WITH BID PRICES UNIT AMOUNT
NO. TTEM QTY WRITTEN IN WORDS PRICE BID
SECTION A-NORTH AUGHES AVENUE (COUNCIL DISTRICT 4� �'�- / �
444 22 5 EA Proposed standard 10-foot urb inlet @ $� do�--� $ G� �i� `"m'�
�— �'
406 % (,�j'� �' Gi f.t..s (� !� �
SP 23 Dollars
and � Cents per EA {` �L
440 23 32 LF Proposed 30" class III RCP g � v �'" $ 2��Q �-�' �
SP 24 �'�j �__��r.
Dollars
and [�."� Cents peC LF //
440 24 90 LF Proposed 21" class III RCP @ � $��� $ `�' � S V "'� �
SP 25 � � � „ �-� �
Dollars
an P %itO @ Cents per LF �,�-+ $ A� _,,,, �
� C� �.
440 25 17 LF Pro osed 18" class III RCP $ C...�
SP 26 %-, (/ j,,,,
Doilars
and jLL1,-� Cents per LF � �� ���,
444 26 1 EA Standard 4'x4' junc ion bo� $�� d $
r- +
406
SP 27 vL t_.t �.. �� Dollars
and (,�s� Cents per EA `9 ,� .--+
� � ,l r �
444 27 2 EA Standard 5' stormdra'n manhole @� $ ��� $ � v �
r---
406 � LJ�"e Gn. "�! X
5P zs �,5� 6,� � Dollars
and ��..,r' Cents per EA ,� �
� '�
450 28 'Z" EA Concre manhole coljars @ $ � �� $ �`�� �-`
SP 29 � VL (A, ��
v ' ` �'" Dollars
and f�y Cents per EA � � �
402 29 70 CY Trench excavation for storm drains @ $ �'� $ G.�"J� �^
SP 30 .p �`�-
Dollars
and � Cents per CY v...... �i �\_...� �
452 30 100 LF Remove existing wood fence @ $ l $ U G.J �
SP 31 ��
Dollars
and '�� Cents per LF +.r+ / �
508 31 100 LF Construct new wood fence @ $ ��� $ !� v �'--'
SP 32 __��_�
Dollars
and ��� Cents per LF
Section A� Subtotal for Alternate A(Hmac Pavement)
N. Hughes Ave. & Meaders Street D 1(10)
DOE Nos. 2186 & 2187
Subtotals `�
$-� ��� G ,��
�
Proposal — Addendum 2
January 17, 2001
UNIT II: PAVING AND DRAINAGE IMPROVEMENTS — Alternate A(Hmac
Pavement)
ITEM PAY APPROX UNIT DESCRIPTION OF ITEMS WITH BID PRICES UNIT
NO. ITEM QTY WRITTEN IN WORDS . AMOUNT
PRICE B�
SECTION B— MEADERS STREET (COUNCIL DISTRICI' S)
Section A� Subtotal for Alternate A(Hmac Pavement)
3 j2 11 6900 SY 5-Inch HMAC surface pavement @ g
SP I1 �„� �
_ ,
-- _ ..�- Dollars
and Cents per SY
312 12 20 TON HMA surface transiti paveme t@ g
- SP 12 �.� � �
Dollars
and �_ Cents per TON
208 13 200 CY Flexibie base for driveway transitions @ $
sP i3 _ --� � �P c � �
5. ._ Dollars
and Cents per CY
450 14 8 EA Manhole adjustment @ $
SP 14 Three Hundred Fiftv Dollars
and No Cents per EA
450 15 7 EA Adjust water valve boxes to grade per Unit II @ $
SP 16 Two Hundred Fiftv Dollars
and No Cents per EA
504 16 5 CY 4" Standazd leadwafks @ $
SP 17 �'� _ f
r �y-
Dollars
and _ _ ��ww,� Cents per CY
314 17 256 SF Proposed 8-foot wide valley gutter @ $
S.P. 33
C1(L�/'
t
Dollars
and %/� Cents per SF
450 18 7 EA Adjust gas meter boxes to ade per Unit II @ $
S.P. 34 /a .
� t
Dollars
and �
Subtotals
��� �� �� U�
� � A G ��L� � �`.
"" $ �� �-.
f� ,s--�, $ 2 � ov �' �
ds" t3d
350.00 $ 2.800 �'� M
250.00 $ 1,750 `�:>`""
�y,.
2.� ='� ( Z S2� ''
��G �
�' $ � � �, � '_
rL ,
—_._�,.t.-s.� Cents per EA � � ,�
450 19 8 "'�
EA Concrete ananhole collars @ $ � $
!f
SP 29 � �
Dollars
and ��- Cents per EA
Section B� Subtotal for Alternate A(Hmac Pavement)
N. Hughes Ave. & Meaders Street D1 (12)
DOE Nos. 2186 & 2187
��
2 � �v P"
� i .
, `r� !
, � S ��.f..�..I.I
r
r�i/� ; �l � �„a�
ADDENDUM3
January 23, 2001
Page 3 of 3
UNIT II: PAVING AND DRAINAGE IMPROVEMENTS, Alternate A(Hmac Pvmt.)
PAY APPROX UNIT DESCRIPTION OF ITEMS WITH BID PRICES
YTEM QTY WRI7"TEN IN WORDS �IT AMOUNT
PRICE BID
SU1I�VIAIZY — UIVIT II (Alternate A)
Unit II— Paving and Drainage Improvements
Subtotals
Section A— North Hughes Avenue
Section B — Meaders Street $ —� �_ % �� � ��`-
$� i
Unit II Total �(Alternate A) $ j� 3� o'm—'
3 ���� �'�
/
N. Hughes Ave. & Meaders Street D 1(13) Proposal — Addendum 2
DOE Nos. 2186 & 2187
January 17, 2001
UNIT II: PAVING AND DRAINAGE IMPROVEMENTS — Alternate B(Concrete Pvmt.)
ITEM PAY APPROX UNIT DESCRIPTION OF ITEMS WITH BID PRICES UNIT AMOUNT
NO. ITEM QTY WRITTEN IN WORDS PRICE BID
SECTION A—NORTH HUGHES AVENUE (COUNCIL DISTRICT 4�
Furnish and install, including all appurtenant work, compiete in place, the follo�ving items;
450 1 1 LS Utility Adjustments @ $ 5000.00 $ 5000
SP 1 Five Thousand Dollars
and No Cents per IS
Sp 2 2 2 EA Project designation sign @ $ 200.00 $ 400
Two Hundred Dollars
And No Cents per EA
106 3 2387 CY Unclassified Street excavarion @ $ � �� $ ���° � �� �
SP 3
� "
_ - _ Dollars
and y Cents per CY
104 4 4150 SF Remove existing drive�va}�, sidewalks and
520 leadwalks , including saw-cutting with protection of $ ��� $ f���. ��
SP 4 existing structures @
104 5
SP 5
504 6
SP 6
502 7
SP 7
116 8
SP 8
210 9
SP 9
210 10
SP 10
`7 �-�� Dollars
and ���� _ Cents per SF J
1865 LF Remove exisring Ctirb and gutter @ $ / r��
/)�� Dollars
and t I2�� Cents per LF
�3750 SF 6-inch standard concrete driveway @ $ �
� /j ,Q_,.�,�o' Dollars
and � Cents per SF
� � `��
1850 LF 7-Inch monolit�ii concret curb, including laydown $ <
curb at driveway approaches, leadwalks and
wheelchair ramps @
�L� Dollars
and `�—Q Cents per LF
100 CY Topsoil, as directed by the Engineer @ $ 11.00
Eleven Doliars
and No Cents per CY
3200 SY 6-Inch soil — lime treated subgrade @ $ �
�� �Lf.�--G� Dollars
and " �- � Cents per SY
48 TON Lime for subgrade (3 / SY) @
$ �, 5 . i7J
$ / . /�5�� �D ,' ,
$ �'���%. �
$ 1100.
$ Q �� $ � � /y
� Dollars
and �,('i _ Cents per TON
N. Hughes Ave. & Meaders Street D1 (14)
DOE Nos. 2186 & 2187
Proposal — Addendum 2
January 17, 2001
. UNIT II: PAVING AND DRAINAGE IMPROVEMENTS — Alternate B(Concrete Pvmt.)
ITEM PAY APPROX UNIT DESCRIPTION OF ITEMS WITA BID PRICES UNIT AMOUNT
NO. ITEM QTY WRITTEN IN WORDS PRICE BID
SECTION A-NORTH AUGHES AVENUE (COUNCIL DISTRICT 4�
312 11 .�A9� SY 6" inch concrete pavement $�✓� $ ���� �
sPi1 �pdb
� ',Q. �, .3 Donars
and � � Cents per SY ��� �
312 12 20 TON HMAC surface transition pave ent @ $ /� � $ ���
SP 12
� ,,[,g.�� � ,..t�t_,.�./ Dollars
and �%� Cents per TON
d�� t e���
208 13 50 CY Flexible base for driveway transitions @ $ C�� $ �� �`� �
SP 13
� ^rt-r_.-ro�.--� Dollars
and . �. ,. Cents per CY
450 14 6 EA Manhole adjustment @ $ 350.00 $ 2,100
SP 14 Three Hundred Fiftv Dollars
and No Cents per EA
450 15 4 EA Adjust water valve boxes to grade per Unit II @ $ 250.00 $ 1,000
SP 16 Two Hundred Fifty Dollars
and No Cents per EA
504 16 5 CY 4" Standard leadwalks @ $ ���o �� $ f�.`b'�'- ��
SP 17
�� �` ���
— �,aC,�-�i 1'd'1-C.aY.G�/°C,k oila s '
and `�l-� Cents per CY _ 4��
50�1 17 3360 SF 4" Standazd sidewalks @ $ r� $ � +
SP 18
��.� Dollars
and �1.C-� P�.�i.(-� Cents per SF •
504 18 100 SF Wheelchair ramps $ ��� $ ��� '��
`...�_--
SP 19
�C� (;� _ - Dollars
and t-�..� Cents per EA
�;��°� $ /�s-� � �
452 19 5 EA Remove existing curb inlet @ $
SP 20
� � ( � c�{,t_� Dollars
and i�.C3 Cents per EA Q-Ty p-� �
452 20 2 EA Remove existing storm sewer manhole @ $ `f uv ` $ �2.. �=�
SP 21
� .esj Dollars
and �� Cents per EA
452 21 183 LF Remove exisring RCP storm sewer pipe @
ti"� $ r--/ { � � � ,;.
SP 22 $ �� _ �
�,,(,m% Dollars
and � Cents per LF
N. Hughes Ave. & Meaders Street D 1(15) Proposal — Addendum 2
DOE Nos. 2186 & 2187 January 17, 2001
UNIT II: PAVING AND DRAINAGE IMPROVEMENTS — Alternate B(Concrete Pvmt.)
ITEM PAY APPROX UNIT DESCRIPTION OF ITEMS WITII BID PRICES UNTT AMOUNT
NO. ITEM QTY WRiTTEN IN WORDS PffiCE BID
SECTION A-NORTH I3UGHES AVENUE (COUNCIL DISTRICT 4� � 471 ,,'"
444 22 5 EA Proposed standard 10-foot curb inlet @ $�� � $ � � �
406
SP23 � ��G� ,�.y '.�-�'�.-� � Dollars
and t-d�L.�,� Cents per EA ,
" � � �� �'
440 23 32 LF Proposed 30" class III RCP @ $(1� *�
SP 24 --.
t-�(.!--�t.,f• � j.�C.IC�L..�.•� Dollars
and �'L�L� Cents per LF
�-�C� //� vi�
440 24 90 LF Proposed 21" class III RCP @ $,��_ $ 7'/ �•
SP 25
�—
..�,,i�t,,, � .-(�L-�-� Dollars
and ��-� Cents per LF (�
440 25 17 LF Proposed 18" class III RCP @ $��i �� $ l� �� '�
SP 26
�_ � �t_� Dollars
and � Cents per LF
444 26 I EA Standard 4'x4' junction box @ $���. �$ ���
406
—�
Sp27 �41.Q _ ,„f,G(..P ��ollars
and �%j Cents per EA
a-� �-���,� v-�c�
444 27 2 EA Standard 5' stormdrain manhole @ $ c��'d� ` $ �L�"'�"
406
SP 28 ��-ifR..t/) t G ollars
and ��-{} Cents per EA �
OT� �jr�
402 28 70 CY Trench excavation for storm drains @ $ � $ r.7`"0 �`
SP 30
,.,. �1s Doliars
and �i'� Cents per CY � ��
452 29 100 LF Remove existing wood fence @ $ �� $ �(T (:/ `
SP 31
Doilars
and �`�� Cents per LF
0� ��--�,��
508 30 100 LF Construct new wood fence @ $ %� � �v�� e�
SP 32
�j Dollars
and L-�/i.�� Cents per LF
314 31 2160 LF Silicone joint sealant@ $ e'� �� � �`�r� �
SP 35
�'�� Dollars
and ,�1�1..�-� ��_ Cents per LF
�
N. Hughes Ave. & Meaders Street D 1(16) Proposal — Addendum 2
DOE Nos. 2186 & 2187 January 17, 2001
UNIT II: PAVING AND DRAINAGE IMPROVEMENTS — Alternate B(Concrete Pvmt.)
ITEM PAY APPROX UNIT DESCRIPTION OF ITEMS WITH BID PRICES UNTT AMOUNT
NO. ITEM QTY WRITTEN IN WORDS PRICE BID
SECTION B— MEADERS STREET (COLTNCIL DISTRIC'I' S)
Fumish and install, including all appurtenant work, complete in place, the foilowing items;
450 1 1 LS Utility Adjustments @ $ 5000.00 $ 5000
SP 1 Five Thousand Dollars
and No Cents per LS
C5z!, �� `r 1�C1, U Ll
Sp 2 2 2 EA Project designarion sign @ $ � $
Two Hundred Dollars
and Cents per EA
106 3 5155 CY Unclassified Street excavarion @ � �t3 f $ 7 f} Y' b r�� �
SP 3
�, a Dollars
and Cents per CY
104 4 9930 SF Remove existing driveways, si ewalks and
520 leadwalks , including saw-cutting �vith protection of $ ��� � cx�.l�. �
SP 4 existing structures @
� Doliars
and R Cents per SF �
104 5 4000 LF Remove existing curb and tter @ $ /�� $ �� °
SP 5
_��'1_,,f � Dollars
and ��i.-� Cents per LF ,._,t
504 6 8237 SF 6-inch standard concrete driveway @ $ ��� $ ��� ��` a v '
SP 6
,� Dollars
and � `�2,•L� Cents per SF �,� �,�
�
502 7 4814 LF 7-Inch concrete curb, including laydown curb at $ c� ° $ �" ~
gp '7 driveway approaches, leadwalks and wheelchair
ramps @
L��-1/ Dollars
and t=� Cents per LF
ll6 8 100 CY Topsoil @ $ 11.00 $ 1100.00
Sp g Eleven Dollars
and No Cents per SY
210 9 8450 SY 6-Inch soil — lime treated subgrade @ $ p� �5� $��_���-� +�
SP 9 �` �y
-��^-'LJ Dollars
and �� � Cents per SY �� �
210 10 127 TON Lime for subgrade 30# / Y) @ $ /'t�— $ /�o '
SP 10
C.,� yL�. Dollars
and `�T �-c� Cents per TON
N. Hughes Ave. & Meaders Street D1 (17) Proposal — Addendum 2
DOE Nos. 2186 & 2187 January 17, 2001
UNIT II: PAVING AND DRAINAGE IMPROVEMENTS — Alternate B(Concrete Pvmt.)
ITEM PAY APPROX UNIT DESCRIPTION OF ITEMS WITH BID PRICES UNIT AMOUNT
NO. ITEM QTY WRITTEN IN WORDS PRICE BID
SECTION B– MEADERS STREET (COUNCIL DISTRICT 5) /' (�,� j�� �� ,(��
314 11 g36b " SY 6-inch concrete pavement � /�� $ f�
� [ —
�`' � �.�t�% Dollars
and ' "� ��-� Cents per SY � J
,r-�� /� � .�.
312 12 20 TON HMAC surface ansition pavement @ $ /�7 + $ `
' ' SP 12 g '
,,��r.�` _ " 4.,i�-,.y��C. , ,;.��it �! Dollars
and `�� C�+ Cents per TON �� ��
208 13 200 CY Flexible base for driveway transitions @ $ �! � $ �
SP 13
�',,,f�t; ��` Dollars
and • Cents per CY
450 14 8 EA Manhole adjustment $ 350.00 $ 2.800
SP 14 _Three Hundred Fiflv Dollars
and No Cents per EA
450 15 7 EA Adjust water valve boxes to grade per Unit II @ $ 250.00 $ 1,750
SP 16 Two Hundred Fifiy Dollars
and No Cents per EA �, �-�i
504 16 5 CY 4" Standazd leadwaiks @ $�� $ I' �� �
, SP 17 –�-��–�
`�-f��` � �� Dollars
and �'� Cents per CY � �
314 17 256 SF Proposed 8-foot wide valley gutter @ $ � $ �� ���
SP 33 /
?{,�`�.f����,d Dollars
and `� Cents per SF � �., � d�
450 18 7 EA Adjust gas meter boxes to grade per Unit II @ $.`)� � $ ��� � `
SP 34
,� �� �.-. Dollars
and ��— ��''� Cents per EA � �� $ ,y ,, } � /i C�
314 19 5620 LF Silicone joint sealant@ $ `�L� �
SP 35
Dollars
and i_� Cents per LF
N. Hughes Ave. & Meaders Street D 1(18) Proposal — Addendum 2
DOE Nos. 2186 & 2187 January 17, 2001
UNIT II: PAVING AND DRAINAGE IMPROVEMENTS — Alternate B(Concrete Pvmt.)
ITEM PAY APPROX UNIT DESCRIPTION OF ITEMS WITH BID PRICES UNIT AMOUNT
NO. ITEM QTY WRITTEN IN WORDS PRICE BID
SECTION B- MEADERS STREET (COUNCIL DISTRICT 5)
SITMMARY — ITNIT II, Alternate B
Unit II — Paving and Drainage Improvements Subtotals
� �
Section A— North Hughes Avenue $ f J~ �i ��?`""
Section B— Meaders Street $ Z•��T,��"� "Y
Unit II Total �(Alternate B) $ T�! 1��� �`
N. Hughes Ave. & Meaders Street D 1(19) Proposal — Addendum 2
DOE Nos. 2186 & 2187 January 17, 2001
BID SUMMARY
UNIT I: WATER AND SANITARY SEWER IMPROVEMENTS IN
N. HUGHES AVENUE (E. LANCASTER TO NORMA)
MEADERS STREET (CRAIG TO 2404 MEADERS)
WATER PROJECT NO: PW 77-060770154200
SEWER PROJECT NO: PS 46-070460134040
UNIT II: PAVEMENT AND DRAINAGE IMPROVEMENTS FOR
N. HUGHES AVENUE (E. LANCASTER TO NORMA)
MEADERS STREET (CRAIG TO 2404 MEADERS)
T/PW NOS: C 115=0201150040559 & C 115-0201150040560
FILE NO: K-1599
BID ALTERNATE A— Asphalt Pavement
a
UNIT I, Water and Sewer Improvements $ 2��� ��� a
UNIT il, Pavement and Drainage Improvements $� j�, Ca /��
,
Total Amount Bid for Aiternate A $ �� ��%��
__ � -�.�.
BID ALTERNATE B— Concrete Pavement
�
UNIT I, Water and Sewer Improvements $� ,(� ���
�
UNIT II, Pavement and Drainage Improvements $�{ 3�� D�� v
0
Total Amount Bid for Alternate B $��?, � /°�
N. Hughes Ave. & Meaders Street D 1(20)
DOE Nos. 2186 & 2187
Proposal — Addendum 2
January 17, 2001
PROPOSAL
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 this 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 the delay and additional
work caused thereby.
� The undersigned bidder certified that he has been furnished at least one set of the General Contract
� Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he
has read and thoroughly understands all the requirements and conditions of those General Documents
and the specific Contract Documents and appurtenant plans.
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.
A.
(Complete A or B below, as applicable:)
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 statue is attached.
Nonresident bidders in the State of , our principal place of
business, are not required to underbid resident bidders.
The principal place of business of our company or our parent company or majority owner is
in the State of Texas.
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. All Equipment and materials not
consumed by or incorporated into the project construction, are subject to State sales taxes under house
Bill 11, enacted August 15, 1992. 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 Bidder agrees to begin construction within ten (10) working days after issue of the work order, and to
complete the contract within One Hundred Ten (110) working days after beginning construction as set
. forth in the written work order to be furnished by the Owner.
I(we), acknowledged receipt of the following addenda to the pians and specifications, all of the provisions
and requirements of which have been taken into consideration in preparation of the foregoing bid:
Addendum No. I (Initials) __�i�___
Addendum No. 2 (Initials) �
Addendum No. 3 (Initials)
Addendum No. 4 (Initials)
(S E A L)
Date:
Respectively submitted,
=� � ,s : •� . # _
. �;�r�r �, ..rl�' �►
- �_ _ _ ..
_ , ,
... _
� r .r
� r � • _.
- - • . - ~ I► I
. ,
_ D2 _
CERTIFICATE OF INSURANCE
�
Client : 4206 MCCLCOl
��C����, ����'�F�C�4TE O� LAA�ILITY INSIJ�AiVC� 04/17/Ol
PRoouceR . THIS CERTIFICATE IS ISSUED AS A MATTER OF WFORMATION
Cadenhead Shreffler Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
. O. BOX 1119 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE GOVERAGE AFFORDED BY THE POLICIES BELOW.
�edford, TX 76095
817 589-45D0
INSURED
McClendon Construction Co,
PO Box 995
Burleson, TX 76097
INSURERS AFFORDING COVERAGE
�n,suREa,a: Northern Insurance Company of NY
Inc . et al ,NsuReRB: National Standard Ins . Company
�r,suReRc American Guaran,tee & Liability I
INSURER D:
� INSURER E: �
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREi�ENT, TERtvi OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN M.4Y HAVE BEEN REDUCED BY PAID CIAiMS.
VSR TypE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS
_TR DATE MM/DD/YY DATE MM/DD/YY
A GENERAL LIABILITY CON6 9 5 5 5 8 8.7 12 / 31 / 0 0 O 1� 31 % 0 2 EACH OCCURRENCE �l 0 0 0 0 0 0
X COMMERCIAI GENERAL LIABILITY FIRE DAMAGE (Any one fire) $3 0 Q Q Q Q
CLA�MS MADE � OCCUR MED EXP (My one person) $1, � � � �
X Blkt AIP�WOS/ 3O � �.PERSONAL&ADVINJUftY $1, �Q� OQ�
Addt � Z I ns rd 1 S GENERAL AGGREGATE $2 � Q � � � �
GEN'LAGGREGATELIMITAPPLIESPER: Z'eC1U1Y�2C�I. I�y PRODUCTS -COMP/OPAGG �2 � OOO OOO
X POLICY X PR�
JECT X �oc written� contract
B AUTOMOBILE LIABILITY CON6 9 5 5 5 9 9 4 12 / 31 / 0 0 01 / 31 / 0 2 COMBINED SWGLE LIMIT $1 O O O O O O
`� ANY AUTO (Ea accident) i i
ALL OWNED AUTOS BODILY INJURY
SCHEDULED AUTOS (Per person) $
X HIRED AUTOS BODILY INJURY
X NON-OWNED AUTOS
{Per accident) �
X B l kt AI / WOS / 3 O PROPERTY DAMAGE
(Per accident) $
GARAGE LIABILITY
� ANY AUTO
C EXCESS LIABILITY AUC 3 7 5 3 2 2 3 0 0
X OCCUR � CLAIMS MADE
DEDUCTIBLE
X RETENTION $1 O O O O
A WORKERS COMPENSATION AND
EMPLOYERS' LIABILITY
X Blkt WOS/30
OTHER
TC158594467
AUTO ONLY - EA ACCIDENT $
OTHER THAN EA ACC $
AUTO ONIY: AGG $
12 / 31 / 0 0 01 / 31 / 0 2 EACH OCCURRENCE $ 5
AGGREGATE $S
$
$
$
12/31/00 Ol/31/02 X TORY IMTS �ER
E.L EACHACCIDENT $1.
E.L. DISEASE - EA EMPLOYEE $1
E.L. DISEASE - POLICY LIMIT $1
DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
Re: Hughes Street/Meaders Avenue
FiCATE HOLDER I X I ADD1710NALINSURED:INSURERLETiER:
� �ty of Fort Worth
,000 Throckmorton Street
� b
1 �rt Worth, TX 76102
�
25-S (7/97) � n F '� -H-M� '7 Z`2 `�
��• •••
� � � � � �
� � � � � �
��• �••
SHOULD ANYOFTHEABOVEDESCRIBED POLICIESBECANCELLED BEFORE7HEEXPIRA710N
DATE THEAEOF, THE ISSUING INSURER WILL ENDEAVOR TOMAIL]�_DAYSWRITiEN
NOTICETOTHE CERTIFICATE HOLDERNAMEDTOTHELEFT, BUTFAILURE TODOSOSHALL
IMPOSE NOOBLIGATION OF�LIABILITYOF ANYKIND UPON THE INSURER,ITS AGENTS OR
REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE /J �+y j) ��J
t/ L�G+�rvt�s�tw�+�,/ ( .,� . �...Y`�..c�C�F,.�y...ltfL.t rIL.�'S,�
MA C�' O ACORD CORPORATION 1988
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement: A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
,
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
ACORD 25-S (7/97) 2 o f 2#Ml 7 3 3 2
CERTIFICATE OF INSURANCE
TO: CITY OF FORT WORTH Date:
NAME OF PROJECT: WATER AND SANITARY SEWER LINE REPLACEMENTS (UNIT 1) AND
PAVEMENT AND STORM DRAIN IMPROVEMENTS (UNIT II, ALTERNATE "A") NORTH HUGHES
AVENUE (EAST LANCASTER AVENUE TO NORMA STREET) AND MEADERS STREET (CRAIG STREET
TO 2404 MEADERS STREET)
PROJECT NUMBER: PW77-060770154200. PS46-070460134040. C115-0201150040559 & C115-0201150040560
IS TO CERTIFY THAT : McCLENDON CONSTRUCTION COMPANY 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 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: $
Other
Locations covered:
Description of operations covered:
The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or
canceled by the insurer in 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.
A�ency
Fort Worth Agent By
Address Title
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 PW77-
060770154200,PS46-070460134040, C115-0201150040559 & C115-0201150040560
McCLENDON CONSTRUCTION COMPANY
CONTRACTOR
By: ��'`;'1 ' • LF `� �'`+ :�.�::����
itle
� ��-o/
Date
STATE OF TEXAS �
COUNTY OF TARRANT �
� r"°u � Ilri�`ifl�ij ' ��r:�,�vi'�
BEFORE ME, the undersigned authority, on this day personally appeared ���'� �>F 9.�• -
kno�vn 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 ���g ��� ��-n'�y'Ur �;� „';�,�o�� ;�,j� n�� far the purpose and consideration
therein expressed and in the capacity therein stated.
GIVEN iINDER MY HAND AND SEAL OF OFFiCE this ��� day of
. 2o D l
Notary Pu i' and for
the State xas
.�_ _
�d�pAYP�B�i� MARY J. PORTEit
=_°•'� ` No�ary Puhlic, Sca�e of"Icx.�s
` � '` ` Aly Commission H;xpire:;
�'%"„Ep� ;E��'� September 17, 200�
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 8 counterparts each one of which shall be deemed
an original, this the .12th�f APRIL, 2001.
ATTEST:
McCLEND NSTRUCTION COMPANY INC.
(Principal) Secretary PRINCI L (4 �
BY: --�
Title: President
(SEAL)
AT"I'EST: �.�. � .�'.;�;r �%�Ej
��i�d�����ii�l� ����9i
(Surety) Secretary
(SEAL)
L
WiMess as Surety
P.O. Box 8720, Fort Worth, TX 76124
(Address) �
PO BOX 996
BURLESON, TX 76097
(Address)
VT(�TT,ANT TNSTTRAN(:R C:nMPANY
FE RAT, Surety INSURANCE COMPANY
BY: � a C,1,� ,
Tamara E. Murra�t�'ttorney-in- ct) (5)
15 Mountain View Road
Warren, NJ 07061
(Address)
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
Pariners should execute Bond
(5) . A true copy of Power of At±orney
shall be attached to Bond by .
Attorney-in-Fact..
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact the Texas Department of Insurance to obtain information on
companies, coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance at:
P.O. Box 149104
Austin, Texas 78714-9104
Fax # (512) 475-1771
PREMIUM OR CLAIM DISPUTES
Should you have a dispute concerning your premium or about a claim, you
should contact the agent or the company first. If the dispute is not resolved, you
may contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR BOND
This notice is for information only and does not become a part or condition of the
attached document.
BOND N0. 89802573
PAYMENT BOND
THE STATE OF TEXAS �
COUNTY OF TARRANT �
KNOW ALL MEN BY THESE PRESENTS: That we (1) McCLENDON CONSTRUCTION
COMPANY, INC. a(2) Corp. of .TohnGnn County, hereinafter called Principal, and (3)
VIGILANT INSURANCE COMPANY*, a corporation organized and existing under the laws of the State Ny 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, iirms, and corporations who may furnish materials for, or perform labor upon, the
building or improvements hereinafter referred to in the pena] sum of :
SIX HUNDRED NI1�tETY-FIVE THOUSAND ONE HUNDRED SEVENTEEN AND
NO/100 ...........................................................................................................................................
($695,117.00) Dollars in,lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the
payment of which sum will and truly be made, we hereby bind ourselves, our heirs, eaecutors, administrators and
successors, jointly and severally, firmly to these presents.
*& FEDER.AL INSURANCE COMPANY
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 IOTH day of APRIL A.D. , 2001, a copy of which is
hereto attached and made a part thereof, for the consideration of::
WATER AND SANITARY SEWER LINE REPLACEMENTS (UNIT 1) AND PAVEMENT AND STORM
DRAIN IMPROVEMENTS (UNIT II, ALTERNATE "A") NORTH HUGHES AVENUE (EAST
LANCASTER AVENUE TO NORMA STREET) AND MEADERS STREET (CRAIG STREET TO 2404
MEADERS STREET)
designated as Project No. (s) PW77-060770154200 PS46-070460134040 C115-0201150040559 & C115-
0201150040560, 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 Chapter 2253, Texas Government Code, 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
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 Chapter 2253,
and all such claimants shall have a direct right of action under the bond as provided in Chapter 2253, Texas
Government Code.
' PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County,
Texas, State of Texas, 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
speciiication accompanying the same shall in any wise affect its obligation 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 to the
specifications.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the
right of any beneficiary hereunder whose claim shall be unsatisfied. �
IN WIT'NESS WHEREOF, this instrument is executed in S counterparts, each one of which shall be
deemed an original, this the 12 thday of APRIL A.D., 2001.
ATTEST:
(Principal) Secretary
. .,
Wifiess�-,a�to��i�al��
�t�F�L��C�iV, T�� 7S 97
Address
ATTEST:
(Surety) Secretary
(SEAL)
McCL DON CONSTRUCTION COMPANY
INC.
PRINC
BY:
Title: President
PO BOX 996
BURLESON, TX 76097 (SEAL)
(Address)
VIGILANT INSURANCE COMPANY
FE RAL
urety
BY: � �
(Attorney-in-fact) (
Tamara E. Murray
(Address)
IS Mountain View Road
Warren NJ 07061
(Address)
NOTE: Date of Bond must not be prior to date
of contract �
(1) Conect Name of Contractor
(2) A Corporation, a Partnership or an
Individual, as case may be
(3) Correct name of Surety
(4) If contractor is Parinership all
Pariners should execute Bond
(5) A true copy of Power of Attorney.
shall be attached to Bond by
Attorney-in-Fact..
BOND N0. 89802573
(Address)
MAINTENANCE BOND
THE STATE OF TEXAS �
COUNTY OF TARRANT �
KNOW ALL MEN BY THESE PRESENTS: That (1) McCLENDON CONSTRUCTION COMPANY,
INC. as Principal, actin� herein by and through (2)Dan McClendon its duly authorized
President and (3) VIGILANT INSURANCE COMPANY &* a corporation organized under the
laws of the State of NY 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 Tanant County, Texas the sum of �
SIX HUNDRED NINETY-FIVE THOUSAND ONE HUNDRED SEVENTEEN AND
NO/100 ..........................................................................................................
($695,117.00) 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.
*FEDERAL INSURANCE COMPANY
This obligation is conditioned, however; that,
WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, dated the
lOTHday of APRIL 2001, the performance of the following described public work and the construction of the
following described public improvements:
WATER AND SANITARY SEWER LINE REPLACEMENTS (UNIT 1) AND PAVEMENT AND STORM
17I2AIN IMPROVEMENTS (UNIT II, ALTERNATE "A") NORTH HUGHES AVENUE (LAS�
LANCASTER AVENUE TO NORMA STREET) AND MEADERS STREET (CRAIG STREET TO 2404
MEADERS STREET)
all of same being referred to herein and in said contract as the Work and being designated as project PW77-
060770154200 PS46-070460134040 C115-0201150040559 & C115-0201150040560 and 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 successiye 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 WIT'NESS WHEREOF, this instrument is executed in 8 counterparts, each one of which shall be
deemed an original, dated APRIL 12 , 2001.
ATTEST:
(Principal) Secretary
(Seal) McCLENDON N RUCTION COMPANY INC.
PRIN AL )
BY:
Witness as to Principal
(Address)
ATTEST: P.C�. E3t.,�i`. �����:
���L,���I�, T�. 7�097
(Surety} Secretary
(SEAL)
_ � � �
. ifiess as to Surety
`' _ P.O. Box 720
„ Fort Worth, Texas 76124
:'� ,
Title: President
PO BOX 996
BURLESON, TX 76097
(Address)
VIGILANT INSURANCE COMPANY
FEDERAL ' SURANCE COMPANY
Surety,
BY:
Tamara E. Murrai�ttorney-in-fact) (
15 Mountain Vietv Road, War n. NJ 07061
(Address)
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 Boiid
(5) A true copy of Power of Attorney
shall be attached to Bond by
Attorney-in-Fact.
ChUbb POWER Federal Insurance Company Attn.: Surety �epartment
SUre OF Vigilant insurance Company 15 ARountain View Road
� A'T7'ORNEY Pacific Indemnity Company Warren, P1J 07059
lfnov+ A1� bY These Preserrts, That FEDERAL INSURANCE COMPANY, an Irxiiaria corporation, ViGILANT INSURAT}CE COMPANY, a New York
corporation, arxi PACIF� INDEMNIIY COMPANY, a Wisconsin corporation, do each hereby constftute and appoint Kyle W. Sweeney,
Charles D. Sweeney, Bobby E. Mayo and Tamara E. Murray of Fort Worth, Texas---------
each as their true and lawful Attomey-in-Fact to execute under such designation in their names and to affa their corporate seals to and deliver for and
< on their behalf as surety thereon or otherwise, bonds and undertaldngs and other writings obligatory in the nature thereof (other than bail bonds) given
'` or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or afteration o( any
instrument referred to in said bonds or obligations.
In Wrtness Whereof, said FED�RAL INSURANCE COMPANY, VIGILANT INSURAAECE COMPANY, arxl PACIFfC IND�MNffY COMPANY have each
executed and attested these presents and affaed their corporate seals on this 15 th day of Novem r, 1999
�
nneth C. Wendel, Assistant Secretary � Fra E. Robe son, Vice Presi t
STATE OF NEW JERSEY 1
County o! Somerset J ��
On this 15 ttlday of Novemb e r, 199 9 before me, a Notary Public ot New Jersey, personally came Kenneth C. Wendel, to me knovm to be
Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT �NSURANCE COMPANY, a�d PACIFIC INDEMNITY COMPANY, the companies which
executed the foregoing Power o( Atlomey, and the said Kenneth C. Wendel being 6y me duly swom, did depose and say that he is Assistant Secretary of FEDERAL
iNSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPAtJY and knows the corporate seals thereof, that the seals affaed to
the foregoing Power of Attomey are such corporate seals and were therefo aifaed by authority of the By-1.aws of said Companies; and that he signed said Power of
Attomey as Assistant Secretary of said Companies by like authority; and that he is acquainted with Frank E. Robertson, and knows him to be Vice president of said
Companies; and that the signature oT Frank E. Robertson, subscribed to said Power of Attomey is in ihe genuine handwriting of Frank E. Robertson, and was therefo
subsc�bed by authority of said By-Laws and in deponant's presence.
1ti Iti �v? -
Notarial Seal � �,�` _
��`�� �pANhlE K. RUSSAK
/ kde�Y �'�bl�c. S1^ftc. -� New Jeroey �
LIC . : No. [.:::�608
C��� �p�e� », 2�'3� Notary Public
�� —��----'—' CE FICATION
Extract from the By-Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANC COMPANY, and PACIFIC INDEMNITY COMPANY:
'All powers of attomey for and on behalf of the Company may and shall be executed in the name and on behal( of the Company, either by the
Chairman or the President or a Vice President or an Assistant Vice President, jointfy with the Secretary or an Assistant Secretary, under their
respective designations. The signature of such oncers may be engraved, printed or lithographed. The signature of each of the following
officers: Chairman, President, any �ce President, any Assistant Vice President, any SecreQary, any Assistant Secretary and the seal of the
Company may be a�xed by facsimile to any power of attomey or to any certificate relating thereto appointing Assistant Secretaries or
Attomeys-in-Fact for purposes onty of executing and attesting bonds and undertakings and other writings obiigatory in the nature thereof, and
any such power of attomey or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and
any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with
respect to any bond or undertaking to which it is attached."
I, Kenneth C. Wendei, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY
COMPANY (the 'Companies') do hereby certify that --
(i) the foregoing extract of the By-Laws of fhe Companies is true and correct,
(ii) the Companies are duly licensed and au�or¢ed to transac� sur�ty business in ail 50 of the United States of America and the Di� of
Cdumbia arxi are autfior¢ed by the U. S. Treasury pepartrr�rt; (urt�� Federal arxi Vgi{artt are licer�ed in Puerto Rico and the U. S. Vrgin
Islands, and Federai is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edwarci Island; and
(iii) the foregoing Power of Attomey is true, correct and in full force and effect.
Given under my hand and seals of said Companies at Warren, NJ this 12 th day of April, 2001
�agU�N�•F o �`��pFNM� r�� ��t►SrRANc�c'
�T ; j \+viro ` � yo�
� �
O > —*— �, i� s ; x
� tr' 1` 4 tti 7� !�
�OIAN�' � kISCO%�� $.yf'.or.,. •,��
W Y�R
Kenneth C. Wendel, Assistant Secretary
IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR
NOTIFY US OF ANY OTHER MATrER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY
Tefephone (908) 903-3485 Fax (908) 903-3656 e-mai�: surety�chubb.com
15-10-0225 (Ed. 498)
CITY OF FORT WORTH, TEXAS
CONTRACT
THE STATE OF TEXAS
KNOW ALL MEN BY THESE PRESENTS
COUNTY OF TARRANT
This agreement inade and entered into this the lOTH day of APRIL A.D., 2001, 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��' day of
December, A.D. 1924, under the authority (vested in said voters by the "Hoine Rule" provision) 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 hereinafter termed Owner, McCLENDON
CONSTRUCTION COMPANY, 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 inade
and per•formed by the Owner, and under the conditions expressed in the bond bearing even date herewith,
the said Contractor hereby agi•ees with the said Owner to commence and coinplete the consh•uction of
certain improvements described as follows:
WATER AND SANITARY SEWER LINE REPLACEMENTS (UNIT 1) AND PAVEMENT AND STORM
DRAIN IMPROVEMENTS (UNIT II, ALTERNATE "A") NORTH HUGHES AVENUE (EAST
LANCASTER AVENUE TO NORMA STREET) AND MEADERS STREET (CRAIG STREET TO 2404
MEADERS STREET)
2.
That the work herein contemplated shall co»sist of furnishing as an independent conh•actor all
labor, tools, appliances and materials necessary for the construction and completion of said project in
accordance with the Plans and Specifications and Contract Documents prepared by the Department of
Engineering for the Transpoj-tation and Public Works Department of the City of Fort Worth adopted by
the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are
hereto attached and made a pai-t of this contract the same as if written herein.
3.
The Contractor hereby agrees and binds himself to commence the construction of said wark
within ten (10) days after being notified in writing to do so by the Department of Engineering of the City
of Fort Worth.
' ������ fl�G�lz�. G���uu�D <
!� C�''� S"[��� �� �° ?�
��i. �l,C,;r��M. �(��;Z�
The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencemeni thereof and to fully complete and finish the same ready for the inspection and approval of
the Department of Engiveering of the City of Fort Worth and the City Council of the City of Fort Worth
witllin a period of 110 working days.
If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract
Documents within the tiine so stipulated, plus any additional time allowed as provided in the General
Conditions, there shall be deducted fi•om any monies due or which may thereafter become due him, the
sum of $315 Pei• working day, not as a penalty but as liquidated damages, the Contractor and his Surety
shall be liable to the Owner for such deficiency.
��
Should the Conti•actoi• fail to begin the work herein provided for within the time herein fixed or to
cariy on and coinplete the saine according to the true meaning of the intent and terms of said Plans,
Specifications and Contract Documents, then the Owner shall have the right to either demand the surety
to take over the work and coinplete same in accordance with the Contract Documents or 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 specifcations made
a part hereof, the Contractot• avd/oY• its Surety shall pay said City on demand in writing, setting forth and
specifying an itemized statement of the total cost thereof, said excess cost.
Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the
project site for Contractoi•'s sole negligence. In addition, Contractor covenants and agrees to indemnify,
hold hannless and defend, at its own eapense, the Owner, its offcers, seivants and employees, fi�om and
against any and all claims or suits for property loss, property damage, personal injw•y, 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, tivlaet/aer or not atzy suclt i�zjury,
damage or deatlz is c�used, in wltole or in paYt, by the fze,�li�eizce or alle,�e�l negli;ge�zce of
Ofvner, [ts of�cers, seYvattts, or enzployees. 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 dainage, loss or destruction to property of the Owner arising fi�om the performance of
any of the tei•ms and conditions of this Contract, wlzetlier or ftot a�zy sucli injut'y ot' dan2a,ge is
caused in tivlaole or in part by tlae �aegliQer�ce or allege�l szegli,gence of Otivfae�, its offcers,
servants or entployees..
In the event Owner receives a written claim for damages against the Co.ntractor or its subcontractors prior
to final payment, final payment shall not be made until Contractor either (a) submits to Owner
satisfactory evidence tliat the clairn has been settled atld/or a release from the claimant involved, or (b)
provides Ownei• with a letter fi•om 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 fi•om a Contractor against whom a claim for damages is outstanding as a result of work perfor•med
under a City Contract.
. .. . . _..�_z.�--�-F-R--$-
�. ; �;.��;U��ti�V �G�� G'�'�� °�D
{ � ���;�v� ����sG���a��
C,1
���� �n�'�� ���'�G�9 �[s�o
��VJJ�. �
The Contractor agrees, on the execution of this Contract, and before beginning work, to make,
execute and deliver to said City of Fort Woi-th good and sufficient surety bonds for the faithful
performance of the terms and stipulations of the Contract and for the payment to all claimants for labor
and/or materials furnished in the prosecution of the work, such bonds being as provided and required in
Article 5160 of the Revised Civil Statutes of Texas, as amended, in the fonn included in the Contract
Documents, and such bonds shall be for 100 percent of the total contract price, and 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 bidder hereto attached and made a part hereof. Payment will be made in
monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of
invoice from the Conh•actor. The agreed upon total contract amount (including/excluding) alternates n/a,
shall be SIX HUNDRED NINETY-FIVE THOUSAND ONE HiJNDRED SEVENTEEN AND
NO/100 .................................................................................................Dollars, ($695,117.00).
�
It is further agreed that the performance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
Department of Engineering.
10.
The Conh-actor agrees to pay at least the minimum wage per hour for all labor as the same is
classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto
and made a part hereof the same as if it wet•e copied verbatim herein.
It is inutually agreed and understood that this agreement is made and entered into by the parties
hereto with refei•ences to the existing Charter and Or•dinances of the City of Fort Worth and the laws of
the State of Texas with references to and govei•ning all rnatters affecting this Contract, and the Contractor
agc•ees to fully comply with all the provisions of the same.
IN WITNESS THEREOF, the City of For-t Worth has caused this instrument to be signed iu 8
counterparts in its natne and on its behalf by the City Manager and attested by its Secretaiy, with the
corpot�ate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its
duly authorized officers in 8 counterparts with its corporate seal attached.
�ili��F�'�'� l��� o� G171'�'d�
� � ����:���� GL��,�,(�L
. 11r ��(
��s'i l`U C� ����s c i!L�{ �U����
1.. .����°. �''��!�c,�'��A Ur[���a
Done in Fort Worth, Texas, this the lOTH day of APRIL , A.D., 2001. TH
F ORT
RECOMMENDED: „
BY: ��f ° � ��.��1, �.�� � _j s '�.:���'��' �� �..�,
�:-
DIRECTOR, DEPARTMENT OF
ENGINEERING
�
APPRm���,�
�'.'''�`�= �=r . ..�:.
%
TRANSPORTATION/PUBLIC WORKS
DIRECTOR
�� CITY MANAGER
� .� ���� %
Contract Authorization
� � �
Date
ATTEST:
McCLENDON CONSTRUCTION COMPANY INC•
PO BOX 996
BiIRLESON TX 76097
CONTRACTOR
,��,,��
,,� -��. _G, �,
CITY SECRETARY
(SEAL)
BY:
�A� ��$;��.���9���, ��ESI�ENT
TITLE
p�,�. �t�� 996
������. ��N, T?C lF09�'
ADDRESS
November 1960
Revised May 1986
Revised September 1992
APPROVED AS TO FORM AND
LEGALITY:
�
f
�� - -
CITY �. TORN�Y". --
� � ��
:���;���=''��;:Vl�`.�: U`_"�'G'�J��?D
'! �y('�''. �� r; F�� l� U�. lf
, �.l 1i :. �'':: � . �
'`�_� � ,r� �`i;'L�Q I��G�1
n'i, �'.��'4.i:U L� o
- SECTION E -
SOIL TESTS
P:�1`'}:�.�:+1"f I'ULVL`��ATT(�N
"l'he eon�r7cl.nr shatl puive�Y�e che eYictiag �avem�nt ' hase m a depth c�f eiaitt (S) inche�
bc;lo��v the stufiace uf tiz� �1►isting pav���lent. A.tiur pu[verization is c:ompleted th� con� ac:tot•
�hatl tempor.�rily remaz��c thc pu2ti�;rizcd matcriat �nd removc an additiocza! �hrcc {3 j inchcs
c�l� basc; ri�a#�rial. Thc r4n1oL•�71 af the bas�: 3naterial shait sta►rt a mmiroutn Qf eigi�t t8) inc;li��-
t��io�w ttic surface of ttte e.�istir� pavcmen[. :4ficr ihc undercut operatz�n is completc, chc
;:ui�t�•�et�i• sl�all n�ti.� the �ulti•erizzd maleriai wiiIi fivc (5) perc�nt Portland c,am�ni �md
���r�ad th� m�l�Yal as a hise aIt in accocdance c�vith Item 214 Port�ar►d Cetttont '1'reaiment
{:�:latei�[ai :47asiipulatic>re) �f tltz Iztesf �ditivrz of the {"it3� ofFoit �t'Qcsh Standard
��cciticatiar�s for Sti•e�t and Storm Drain Cansuuction as follows:
* Cecnen� st�all h� applied only tU suclt an arca cbat aj1 the operati�>ns can be
confittuot�s and c�mplete[! izt d,3y lighr within siY (6) hours of sucl� apE�lication.
'" (ir�'tclatinns lt��'w to be t�k�n afier miting cement. " _
'" No ec�ui�ifx��nt ex�ept that used in the spt�adin� and mi�izi.Q v�till:�e :�!lc�evec! �n _��.� :_, :.. �Y � �
pass Uv�r thc; &eshly s�read cement un�il it i; mi.i4d ���i{h tli� sail. � � -- �.
'" ��n�i nw�:tur� i�I'scsi� �i�li u;mcnt thai li�cs not U��n compac;ied and�fuushcd sh�}1�-. :. `_: ..;- _
not remain undisttarbeci far rnore tl�an thiny (3Qj minutes_ �. .� �_
* Surface co�np:�ction anci finisttin� sha11 �t�o�d in such a manneF as i�:pFoduce,
in not znore than nva (2) Izouss, a smooth; cIoseTy l:nzt surftic;e frec" af �i•ac�.s.
iidges or lo�se mat��ial, confo�mu,g w cha crocvn, grade and linz.shown,us}=tl�e= ._
�l�uts. � - � - _ :�.. : t�.. �.
- - .:°.:."� .�''�'-"�=:
. , .._, . - •.. '��;
'" At3cr tltc rc�7dt�cr�� has i�een finishcd as spccificd hcrcin it sha�3 be uruue�li:�rei�� ��'�:= :,: �
��rot�cted against rt►picl diying by ��ppfyui� two tznths {U.l) gaiions p�e �yu�r�. `::` :::``:_..
yards ot RC:-Z c�r somc otl�cc .�.P_ 4. sppro�,cd water based emuisian. Shouici it .. .
be nec�ssarr�• �'�r ec�t�st�vction ac�uip�neitt �r r�tl�er tral�ic tU us� tlia[ s��ti�n t,l' �
raadway betnr� tlae ex�auLsion l�as dried su�iciently, it is the respons'sbi�.ity oi the �. .
contractor to ciust ar sand ihe surface before sueh use to preveut picku��-uI' .' ..`� � �
matelial. . - .
*��'he conu�ct�r sitall also m:�intain thia �rotec:ri've cover during the sev�;n (7) day
cu��g neric�ci sc� that Ail ihe soit eem�nt base c�Yu�e wi116e co�ered �ilectivelk: �
"` 1'hc s�il ccm�nt coars� mxy b� apericc� t� taca! tra�c-as soon as th� ti��ater hast;cl
c:mulsion has b�;a�i apnGaci acl dusr�i ar ,aridrei .�s necessaty to prcvent pickup of
mat�iti�! hr kraf�jc. Xt ma}� l�e oJ�cnoti t� �Il b�Hic aft�z' s4vcn {7) da��s. �
:�iter ilt� rtti�tin�um scven t7) dav ot cutYtt� the c;or�tractor shall overiav evitli three (3}
. izi�ltes vf I�MAC 'il'pe "I7" cotusc; on top of tlte new v�se. '
. :�
�• '� c�QQ i i n� rQ •nu vH� ���xns ��ti W� �7, : � �(ls 0�-G -AOK
0
�3�C �
i �ti1.�C. SLY�'��,C~E Ct�LRSE (7'1�'1?. ..U" 1�itk) .
:111 applic�tblC p�'avi�ions �f Standard Specificacions Item Numbers 312 "Ho�-Mix. :�.ih�ltic
C`r�ncretc" and 3 t3 "C'cncral Plant kecyc�tng Asphaitic C;oncrete" of Eljc City of l� ort Worth
5ia»�tarcl Spccili�ations of �treat antl Storm Drain Constructi�n shaU apQly t� lh4
c;c�t�sr►vction methods tor Ihis portion of the project.
�t��l�rd tipeeitica4dn 312.5 (1) sitall be �'vised As follows: �i'he prime ��at, iack coat ur
tli� as��l�:tltic nuxtiire shall not be pl3c�d unle� tl�e �rir t�mperaturc, i�s Gft�� (50) dz�re�s
1�<�hreiil�c:it .utd rising the t�mperature i�cing taken in t#te shad� and �wT�v tz'om ariiticial
hcat. :�spf�aitic ntaletiat st�alt aiso not be pl�ced r�rlian tl�e R�ind �Un�lition� �rc unsuilah(C tn
Iiia c���inie�n of �hc �,ngineer. �I�he c:o�tractor �hall fiu�tish a batch cie.s�i�� o� lh� pr�p���
il(�t t1111 a�phalfic concrete far City approvat 4� liouix prior ro ptae.inc thc �L'��1:'1C' a��crlar. ..
�!'hL C'it�• wiIl pra��id� lalx»•atosy .:untrol a.� czecessa�y.
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CITY �F �'URT WORTH
C4NSTRUCT�ON SERVICES
LAAORATORY RESUL�S �'flR
TEST HOLE AND Pi,AST��Z�Y INDEX
FRO;JE �'7' :� 998 C�Pi TAT, iM�UROVEMENT PROGRRM
MEADF.RS AVENU� (CRAIG TO 2404 ME1ID�RSj
D0� Nt7. : 1952
FUND C�DE: a3
-----� �^��______________________----==w�w.....w�^�=�==--- .-�::- �
_�___-�-- - --------- ------� _����w���==_______�- ,
HO�,E � 3 LAB NO. : 34 653 �
LOCA�ION; 284� MEAD�RS AVE. E/4 ►
..__...r��.�__�,.—,__,.».-..� ......,�._,�........,.r--^-------------^----------,.��---......�_.r. ..-,,.,._. �
2. ���� t�tMAG
3.00" �fiND W/GRAVEL !
22 . 00" �3kU�1'J SANDy CL7�Y' W/GRAV�T� (NO SAMPLE DUE TO GRAVEL } �
S�'ARXLS ZED MA�ERIAI., . ':
UNIT ��t:? CIi3': 12? . 0 L' }3S ��R• �CUHIC FOOT . � , _ - i -
r�_�����`�=�_==_===-=T�--���w������a��-===�___________________���:� �-_�_=-=.•af
..- - ,
_____���=____=__��=�=---_--__________=^===r��.ww=--------------=-------�_.. i
HQLE � :: LAB N0. : 34 654 � � � ',
LOCATZUN: 2801 MEAD�RS AVE. CL � i
��...._.M_.,�.�.�_-.�----�.�__��,��M__.._��__..�_.���- ----____��.._�.__________..�_�� .. �
2.75'" i�MAC • � . . _ 1
10.00" BRO'WN S1�NbY CLAY W/GRAV�L � 3
7.00" �ROTr�I CLAY � . �
�'�T}2F��'� HAS BEEN CH� p S�AI,ED � �- �
----�.��._ »..»�_�--------------------- ����----------- . -------- �= -_ - , !
ATT�R�iiJRG 7,�MITS: LL: 52.8 ��,: 25. 3 PI: 27. S SHRKG: 14 . 6�k . �-�� - Y {
NNNS�:�, COL�k CHART. VERY PALE HROWN GLAY �� .': . '
llHIT WE.IGHT: 133. 0 LHS PER CUQIG k'OQT -� .. �- -- (
_-_---____���.----=�=-_-__=��.-�����_�-----------====�r-- -_ ���-_-- � � _.-. I
____...�,:=_==�...-----=. . _....�
--=-=--=--� - ._:.:� ;
_w_�w� - �------=--_�-�-•- ,
---- --��.�._------c=====��T�.�Fwww=�___________________
HOLE �.i LAB NO.: 34655 . . i
LQCA'!'It)tJ: 2709 MEADERS AV�_ WI4 � - � . 1
----_.......�___,___��____-------,�����_���___W--_--_�-----------------�----- _--� -- ,
� 2. 5C" 'riMRr . .. . • :
10.00" HROWN SANDY CLAY W/GRAVLL� !
7. nQ�' ?3ROt�] SAND�' CT�1�Y '
----__..__-------_...._�-_------------------------__--_----------- . ------------ ;
ATT��F.3i1RG LZMI�S : LL: 23 _ 2 PL: 19.1 PI : 4_ 1 SHRKG: ?. 4� =- .
Mi7NS�:L CULGR Cfi�1RT; 6/4 BROWlVISIT YEI�ZOW SAND +
UNXT I�;IGHT: 7,�2.4 L135 PER CUF3IC E'40T ►
====��--=-=------------- � ,
-__�__.-.�....�....�.Y"�x�����c� �o�� �.�.T+..-...:..�P�C.__.....�-J.,_,_`�m--�����.�.::.:.k
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r�Aunc �nrt r�t� 07�i� anT nn_� _�nu
� -.: _��
DOE � 19 52 � : � �'AGE � _ . �
ra��yro�mwa=m�c�=ax�om�c�oe�anraa.:aa�ao=����cc.c��o= =o��.^-==�oo�cec�=o�o�o�x�s-.�r �
HOS�E � 4 LAB N0. : 3 9 6 S6 � � � I
LOC�TI�JN: 26�9 MEADER.S AVE. CL (
_�...._...»...�_.��_���_�__.._�w�_�---------------�....�..�������__��_�...��.-----��___ I
1.00" iiMAC !
9. OQ" A)ZOWN Ci,laY W/ GRAV�L . .;�
9.04" �KQWN SANpX CJ�AX f
_..�_ . ---------___--_�^___^�__��..��_^--------�---_�_�_�.��___--_----�...�---- - • I
ATTEFtLiUR(a Ja3:MITS: LL: 91.0 PL: 19.� FI: 22.4 SHRKG: 11.2� i
MUNSE�, CQL4R CHART: 6/6 REDDTSIT YELI�OW CLRY �
UNIT ��.IGIiT: 130.0 I,BS PER CUBIC F'OOT �
__`_�tY13Y:n^3' l^_��_C =m=====_=___Cea=====_=====ee=======�=c======e=a=�`L'=._.=G�.��.�� lC:.�. I
____���.�__�__=_�N________^cM�����____���Fc�ae�.�����__�_�__________x�an,�,n- I
HOLE # 5 LAB NO.: 3q657 (
iOCfi�'ION: 2912 MEIIDERS AVE. E/9 � �
---__,_�...���_�.�...�__��_�_---__^__���P_.�_��.�_����_�....�_..��.��._�__�.�____�___�..�- I
9.00" HMAC �
10.00" E3ROWN SAhtDY CLAY �
— --.,._.___r.��..,.._-------�--�---�--------�___����----------------------------_._.. ;
ATT�REURC LIMITS: T�Y,: A6.3 PL: 29.$ PI. 21_6 SHRKG: 11.6� 1
MUNSEL COL(�R C�RT : 7I6 REDDTSIT Y�LLbW CLAY �� �
UNT1 W�TGHT: 140_0 L�S P�R CUBIC F00�. �•,. .�". (
_—����Y�`��_�_�—,^�-��=��c=--==__—�_������=----_____—_ =^T������ �����-..:;.�
APpRO'J���, : .
, �
� N �ERI
DATE IESTED: 06-09-98
DATE Rk:POR�ED: 06--15-98
TES�'ED �Y: CARDWEL�,, �RT��RSQN,
_ D�SAI
RnUTiNG
JOS�PH GAGLIARDI
NAJI S �'IaR�S
FILE
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�:�"�,R-oF��Cr Cc�TCREs��NI�ENc�
�'el�ava�y 13, 19�9
Uetta xo��nson
R,y'au 3�ci
Rc:;:c��iui�ent��tion for RehaU�iit�tin� of
�. I�Y��a�neg A�'2IlUi (I.,ancaster ta Ivor,na)
D.O.E. '�Io: 2�8d
`. -n•:>n r��ivtr• of th� s�ops� of�cflnstt�ttctiott on tlus project anci �lso t� taking 4r�rc �:�m�iI�.s
.�id �'°v�t.luatuY�; thc tl�iekn�ss uici eont�iiion pf the st�rfaee and base maizrial and �:�:�luatiizk
t't��; �tiitabilitv of tlte ea-isiai�g mate�yal for�fi�tt�re l�se, it �s ��y reco�nuiendaii�n tha: i?�i�
stt•eet is a gooc� �andi��re to he pulverizetT. � .. '
_ ,._ , . . = .
�.->>on cainpic�ion aiutility svo2�k all ditches inust bc capped with a tempo�•a�y patct-i �
.:c���t�lyin�, vvith i'itY of F'ort �'Vvi'ili S�ccifica�ions. .-_ _
i:•c' 40IE12'R�i�t 9�i�iIl nUIVv'27?.E Iite 2Y)Si1fl%_,.� �78'V81CiCfli �}Td9e 10 8(I@pLI1 (1� R T11CIle3 �)�jUFV 1�14
.;�,•3�r.::: ::f ihu ��isG��Q pavetn�nt. :�1i��r pulveriz,�tion js coznpteted, �he cnntr�cEc�r Shat!
a4�i�;w,•�iily r�znn�v ��ta pe+tv::riled in��[eiYal a�td unci�;rcut an atlditidnal 3 i�tch�.s of has�
:Tz:t,criti�. �I'hc: retnov.�l of"the basc ii��1�ri�1 sh�ll siax� a uvt�s2�zum of 8 incl��.'� be}o��; thc
��:i5ti�yz �;t�'�xzlw�i surl:��i. Ai'ter t��e undarcut is con�plere, Il�e eo��traetar shall rcjxl;��:c; tji�
.yt�1���:t�zLtt m�i��rii►� a;�r� t��aisc it tvirh 5 percent Po��tand Cem�nt, spread the inat�"si�i �is �i
i>.tsL a��cl co�Ya�7�ct �l! in accordance witli Item 21a, .Po�ljaad�Cem��t'lr�atnient_{i�i��i�ri��l �<�
,�%I�3T11�l12:llf�ll), 0� III� JatGSi CCililOI! OF Q1C Clf,jr Of FOI't t�0IiI1 Sid1lt��ft��S�7�CittC;�'tJ'lOA�. ��T .
�.�;,r�stC�tc;tiU12 �f ��it'C�ts fiiiij StOiili l�rains. Whenpcoper compactio�nis �chiav��.ilTc. � :..:_;`. _:
�xitttracti�r sh�l� o�vcrlay witi� 3 inGhcs.af I�iMAC type "D" surfa�c couCse o;Y top �E'tti4 nct� �� �- `
f�a�.�ti a�jci all a�plic=�b1e pro'vision� of Iiem 312 (�iot Mix Asphalt C:oncrete} a�tct I#cm :i � i -
f< "euiral Pia�it ke�cycling :�s}���ait Concrete) of the latest eciition of the C.itv of E'ori ���rrt}z: .
:�tai�d�t�tX Speciiicatians fo�� Coctsttziction of �treeis� and Stoim nt:�ins. �T��-�� ���.�uili.c.�lit;ai�i '.
sl�aSl ap��v to �it as}��;ts of conshu�tion anethocis fok tfiis }�xeject. -.
'� •�c� n►r�y ��r�uit to include a c;op�v of thC attaehed docuui4n� ite the eontr�el doitaneta�� f�i�
t���- t5c:�x�:�it o#'tItic c4;��tractor hidd'uig the projeet a»d for use in consuUcticm aC tt��: g�•nj�:;t_
�' � �-
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zatiunc �nrr w.a 17��h �(t.t. M-/. -,40K
r^
I'AV�M�?NI' �'t�T.'Vl:Rt2.ATIt)N
"i'he contra�ctor shall putverize ihc existing p:tvetnent : base io �t deptii of e.�ight (A) inches
below th� surface of the zxi;�ti.ng pavement. A.fter pu�vcrizaiion is c;otttpj�ted tl�e cuntr.t�tu��
shall tempararity rentove tlie pttivcrized matcrial.+nd remo� at► additional three (3) inchcs
of base tnateiial. 77iv re�nAval of the basz matCiial sl�ll start a muiunum Uf zigltt (�� inc:ttcs
bclow the surfac.e �f' tlic �xisting pavc;reet��. :Af�er thc urtdercut operatiait is c;ewmplcte, thG
�ontractc�r ;i1�ll. mix the puh��rized inaterial t��itl� fiv� ( 5) �i�cen[ Poxtland cemecu and
spread the n�at�Yal as a base all in �+ceorc�ance with item 21A Pvr�tiand Lcmcnt '1 i����1LR�
(:liatei7al :��ianipulation} of rh� lacest �dition uf ti�e Cit}� of Fort Vvorth Standarti
S}x:cifications tor Str�et :md �ito�-�n Urain Constructian ah follo��s:
* C_:ement shall be a��pGed onl,y io such an area that all ihe operatians can bc;
conti�iuou� anct completed in da,y li�tt wittun siX (6) hours of such appfic�tion.
'" CYrad�tions ha�� ta hc taken Tfter mi�ing ccrnent.
'" Nr, equipmcnt eYcept tltat uscd in the spreadiiig and miYirtg will t�c 71to�ve;c� tt�
p,�ss �vcr tli� fr�shl5• spr��jd czment until it is mi.Yed with thc sc��. _
"` An_y nuxiurc of soil and u:ment thaC h..is itut bcen comg�Cled :ind linishe<t shall- :
no� remai,� undisturbed for more than tbirly (3U} rninutes. �
* Suiface comp:�etion anct finislung c�hall proer.�cf ut sucli a n�an�Yer as ic� prvc(u�v_
in not in�re than Ctvo (2) hours, a smooth; closety knit susface fre� of eracks.
ridges or looss niateiial, confolmit�g to th� crown, grade and 1�ne shoi�� vn Il��c
pians_ - _ . � . .. . . - . ..
. : . . :.- _ . �ya � . .:..
'" A1icr f6� roatiway has bccn finisl�ect as :s�,�cificd hcrcin it shati hc immcdiaicli� `
protc;ctcd aoau�st rapid ctrying by applying two tentt�s {0.�2) gallons pc�• syuarc-- �
yards of� RC-2 or somz otiicr E.P. A. appmvc,d ��vatcr based, emulsio�. ,!�t�oul�i j1
b� nu�cssary� for �onsicuction equipment or other traffie to use thaE sectian of _
roadwav be,tore tha �mulsion has cirie<1 sui�'icizntl�y, it i� t.he responsibilirv ot�.tlte �
conh�aetor to diist or sand the sux�ac� Uz#ore such use to prcvznt pickup� �f_ •_
mat�tial. �
'� "('hc; cantr:►ctoc yhall aiso mai�»ain �his pr�tective cd�ver duri�g �he s�ven (7) d:�y
cu��ing nr;�iod s� ti�at all the soil eement Gase course tvitl be cot�ered �f�'ec[i��lv.
*"t'he snil Lernent cour:�a ma�c� hc op�ned tn local traf�te :�� soon as tlze R�ate;r ha5cd
�muLSiun h�� bzc:n appfiad a<1 duslWi or sand�ci as n�cessa��' w pr�tizs�t pi�l.up c�l
maf�tial b�� trafiic. Tf ma� be �p�neci t� �ll tra��ic aftc.r szven i71 dar�s.
A�ter the rninimum seven (7) dav ofeu�7ng tlie contrector si�ati o�vei'lay with �}trez (;i) -
inches o£F�vi��c Type •�D" c�urs� on tog o� the necv base. � �
^ '� "`' rznnirnrrn •nit vv.r I'SA1T(1C anrt iR.1 /%'� '�tti�flfi-1 -A(1N
�
P�$4 ?
i-111.�(' St_i�k'.1t'�� t'(.)t�iZSE (T�YT�� "D" �/IIX) -
:11I applicable pruvision� of Standard Specijic:ations Ite�n tiumbers 312 �`I•Iot-�li1 :�phaltie
�'�ncrt�tz" and � i 3"C'enti�l Ylani R�cyc)ing .�Lspll�lric <'onar��e" af thc t'ity o1 �c�rt Wo�rtli
5�andard Specificaiions ofScraet �id St��m l3rain Cor�struction shall ap�t>' tv tl�u
conslruCtion methvcis far iiiis portion of�the projcct.
titxnd,jrd Sp�cification 312.� (1) shall he revised as #ollow�: The prime coa� tack caat or
tli� aspY�ttltic mi.ctur� shall not bz plae�;d ut�less tiie air ietngerature is f�11�� (�0) d�grces
}�:�hrcnl�cit an� rising Ihe temperaturc b�ing taken in th� shade anrt away t'rortt artilici�tl
hCat. ;�1spiL�ltic mate��t sha)! aiso n�t be pIaced �vlt�'n ihe t��nd conditivns ��r� ui�suitabic in
tlia upinion of the l;nginaer. Th� contractor shali fumish a l�at�h ��:sign <>f� t}ie proposCd
h��� mi� a�phaltic concretz tbr C'it,y a��prova148 hours priat� to placing th� H�1�i.�C ovrrla.�,
! I�e L;itv will pcovid� (abor.�tory conu•ol as nzcessciz}�. -
• . • _ �..'�_Y;.:_� '
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+n�vnn +rnrt trtt f7 •1. !Tl1T M_! _A(IT�T
CZTY OF FORT �R�N
CONSTitUCTI4N SERVICF�S .
LAB��TORY R��'TS FOR
T�gT HOLE AND P�
'TICITY IND�
: 199fl CAPITAL IMPORL� �T�R ��g�A?
PR03EC`S N, i.�G�-IES AVENUE t
�� �p.: 1952
�Np �OU�:: 03 `«�c��^^
_�:yra�a�ssnsass.:.—�.�—___=�-'�=����� N0. �3648 . ��,__��.w • � '
�__ � � �� . E/ ------- — .
HOLE � 1 �p ORTH �F L�c�TE..------^^ ----_�_____�_____ t
LOCAT�QN: 2 � N�^__^_-�.--
_..�..� ---___- . � !
3.5�"�l�C Y y���RU5HED STONE __w^ �_ __��...._w_._ �
5.04" BRo'w'� CT�A . �_^'�____`����,------ ` � .
�
11. Qa" BRO'WN C�.AY _---_--__--------------_"_ i. 16. 0 S�iRKG: � . ;
17.2 P .8�s
^ T� rURG LZNIITS : I.I,: 3�' GHT BRbW'N CLAY . �_--...,i
ATNS� CQLOR CHART : 6 / � PER CUBZC. E'OOT ___________________� -_=-=" �_-----_ _- _ - �
� YJFiGHT: �-��.0 �.,1�5 ---= �__--- _ _______�,����
UNIT�v,K—�== _, —_ _�=M---==--------=----- 49 =—_____-- __� . . - ;i
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5. 04 �RC7WN Y CLAY �� --_—"���_�� r� . _ .. _ � �.
„ �SH �� .._.. ..��. � '=:''"'.
11.04` BRQWN JA_�...._w__-------�-�.�--. _"3H.9�Y�z: 13.2 SHRKti: 7�4�-:8� . _ ._ �'_- �
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A'PTEREj �/6 YELL _ ___�,�„—_.:.--___= -- . -�� �
MtJNSEL C;OLO� C 6RQ'I13S F�K Cll�ZC �QOZ'______________��---=--w
UN7 `I' b�i�.l Gl�r�.-�3=--==_____�______________ _ .. .
_��_. _. . . .. - - . � -
A�'�RC�\tr�"s,: � ;�
%, � • � �.,
"� t; f�J'11�.1t� �
t.�l,r�'�'J� :"i. �'�:1}; n`�,-19�-9� 3
.�,�;�•�• 0.�-20-�
;1�.Ti: ,,, . `' � :�.��W�1 �L �'�T7'Y�t2St'1� �
,�.I,���•j.� . .. 1,,:.cr� '
r�OtaT7,NG
,7p,MFS ANnERSON
r;AJIB L,ARES
�'T i�F
- SECTION F -
STANDARD FIGURES & DETAILS
� Sanitary Sewer
.l
.�' —��
/
% �� � � �
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� � � 1
1 t
; �
� � �`�'�' E�" � %
�\ �� f �� �
\\ ��
�,� �/
�-`
1� Mrnimum 2rows
' Ai'efcr•m�'f�ifumastic faint
Sea.f2nt (Ram-Nek or cr�pi-ored
equa/j.
.Ha.rolif.�r�' Co.sc+^rr`c or .i';.
.� S. T..sl. C- �T8 �o,.�,rr�rr� �; �.
�c.%,r3rcco' w+v.�s�alt • -r
l�C�io�rd o.�•a4c.�(� :•.�
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�9�olc - �
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tovc�� ¢Qw! to ,y����lcy
. . fra► X�ar,F�, : � :�:
.i/o..lc'b.lX,r�Yif concealedpick :r:;� ;�.: ��
Slo fs or pickba�s, Ref: E2-/4 .'. : ` ' � . ' � - .
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• Cl.a�r F l�ado �`j Conev
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-T c.rc�.4 w-�d :
ca� c•, crssdle
azturd fo
p��oc dc�l:
f �'1'�.-«r ��f.� r�f«-
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A
i �.:fIN.
:p:� ' '= �-� :' ' ;�i; '':�='= i -L
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d'.�%/IN. �
FJG Uf��E' M,
s�'--vt�o��o .��.t�•srot.�
lF�i-tC17S� f�ia��J
E1-i4 tiaterial
�"' � �, r....�r ruGt I C
S'i'r-e a f oo�. fr-�c�o� w� �l r:,sfall �
4f e�. - 2':r 8 z 2Q IO, p�-Qc�s�
r'Qini'o�'ced COncv'eft ,9�^sd¢
♦-ci�gs, Con�'oi-i,�rci�,9 �o /1.5, T./1'1., . '�:.
C ¢?8, o� e9ual, .s�ay b ¢ �
us¢d �� ��eu o�'6.-«k, �
�►asf�:,9 .�na� ma�/ol� �',': �
!a'a�s as- ;: � O� 1
.;.o:.
f�:� '�
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i /
. ' � ;
L
A
� Pi�cv�dtd by •f/Se waf¢� .�nd San�rS��y
s¢w¢r- c�a�rr�i-a�fa., fo a s«`c desaynaf¢d
6y th� 0�6 << c iYo�,Fs Co�af�ucc'c an
E.ry�:tc¢r.
�la..ifole �'�-a.ne a.sd 24f "o��a.
cov¢�, aQc��l to .t1c,(��:� lty
ji-on ft/o�-.¢s-,
No.�24A.H,w�fif �e�,F SIa�S o�'
p�'t.F �`io!¢s, iPc,�': E 2 -/� �
\ \��:•:,� ,:=\ ToP o�' c'onCi-¢tla Cone
�' ;�;�� S¢cf�'a�s /S"6alow f�%�e's/i
�;L;o �':� riw� elcs�af�b.a .
t;•'���`
\ �
\
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l�
0
.�'IGU.PE l0�
Sr��o.4.Pp �1iJ�/�O�CE
l�.-acas� s.�o.vr� �
�
E1-i4 Material
E2-14 Construction
MANHOLE FRAME AND
24"DIA. COVER, EQUAL
TO McKI�dLEY IRON _
WORKS NO.A24AM:
(REF. E2-14).
TOP OF CONCRETE CONE
SECTION.15" BELOW
FINISH RIM ELEVAT(ON: �
(REF. FtGS, 1�3 � 104).
�
- j �-,-;$
6" MIN.
i
UT - : j: �, - _ : � •-f : ::_' :;: '.'r.
' �' =' - _ =�-ct:: = - - - - -
�I'� �� � `/��•',4•
t•
. ' I- � .� � t � • �1• ' • j, - � ' :
f . . ;� �i � I.
$„ � . CLASS F(4000T) CONC
NOTE: l. PRECAST 4'DIA. CONE WITH
STANDARD 300.# MANHOLE
COVER AND RING IN LIEU
OF 24"x40" SHALLOW
MANHOLE(REF. FfG 106),
2. MA�1y0LE TO BE USED WHERE
SEWER LINES ARE LESS
THAN 6' DEEP.
SHALLOW MaNHOL.E
PRECAST CONE �
r t n 1 1!"'� C t(i �
E1-14 MATERIAL
E2-14 GONSTRUCTIOt
Where M.H.1s are in street Where M.H.'s are built
install two or more courses of� in streets to be paved� .
tirjGk.O� concrete grade rings M.H. rim to be set to . -
�i ween casting and top of brick proposed paving grade
.�e, or concrete slab. �� Use standard
Use Cast Iron Pipe to
First Joint Behind•
Limit of Excavation
� 14" ��
4�� �� , �'IU
i� �•o:---;•„
Conc. Colla
%
���
p►t
Limit of y
Excavat i on—�
Ip �j
lt 1(
• �UI
t!i �
' llll
Thrust Btock to
Extend 6". In All
Directions from
Outside Diameter
of Pipe .
�
�
,
;� �
, �.
ll t� _ t t U�' i—� r—
2' - 0"
--,
0
� o
n, -
2�� 3�►
�
�(.J. Cas � �
1ron�Tee
n.
. O
' • �1„Q11
•t f Requ i red P�rov i de
Stub Extension At
�a�l�of P.E. in M.H.
0
�-Slope 1"/1'�—{
McKinley,
No. A24 AM, or
Equa1 �M.H. Frame
��d Cover
�;=Utt =ju�;�1���
�'� Set in hSortar
e.e: �a� $, �
��. •. o• •..• � `� e.d' •: •'.e .,, •• •,�. • .•a• . 'e:a .
Grouted invert �se 4000n Concrete —
Instatl hf.N. Ster
Same as tn Stan�
M.H.
Push-on Plug
lnstall Nuts
Away from M.H.
Wa11- on M.J.
Fitting COR-TEN
Bolts
Concrete
- See
Standard 4' Di� a
M. H. Detait
Figure 103
Vertical to 3/+
Point of Pipe
. � 4' dia, for sew
pipe up to 21"
' � dia. S' dia, f
_ sewer pipe 21"
TYPlCAL SECTION 39" oia.
STANDARD FOUR FOOT DROP
A�CES� MANHOLE�
_ Ft G URE I 0? .
E 1-14 Material
. E 2-14 Construction
'iE: � ti. S:anoa; d P i p� F i tt i ngs sha•1 1 be used to f orm i nvert s ot j unct i on nanho► es �,he� �
possi5le, with installation as tollows;
l. Pipe fitting. -
2. Pour manhole iloor to spriny line ot titting.
>''` 3. Break out top ot fitting tv spring line. ' '
4. Pour remainder of manhole invert to provi�e vertical invert �vall up to f�
3/4 ao►�,c of the larger Pipe. involved� as detailed. �,
;"°- 5. Steel trowel iinish invert of manhole.
B. When special situations prohibit use ot standard pipe fittings zs above �u:11r1EG�
the invert shall be forned of concrete ana sceel tro��el f inished to pr�•�iae _i:-:ila;
functional characteristics t� those alTorded by the above installation. invert:
thus forned shall be acc�mplished t� the Enqineer's �atisfaction. �
of M.H. Bott�m In ;lunction Manholes
�� o � �. ..
� . ..� � . o' •b � -% •4
' Q. '' _ .n � . D . ,�'.1��.
..� �6• �� ' 6 dj � • 6 , 4• / .
� . -a • .b '.,.p; : ♦ '� ,a � . z . '•�' D . . .
Concrete ' � :,`:r� :�p�:;�;'.� ';; �` ';' � o� ,�6�, -
Slab . . .R° , .. . . . . ,'.. .
Seciion A-A
JUNCTION f�fANHOLE
BOTTOM
- - ---- �hn
Materi�l E
e
Minimum Depth
After Compaction
�
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OIL
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5, �
1
.-7�
L .
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' C�
f0lN
Natural G�o�nd
, �//��,�\\�\Fi;, a :� � i/.
s:;D i mens i on "y�"
Sewer Pipe - 12 "
. . , � • , : /
. " • • ' • ,' G�r.a-n�'l a r �mbedMe n�t .
.' .• �' •'•, • .'�• ' '.' �
. �•. ' ' . .� . . • . , �
. , � .,.• . . • •�• •.. .
, , . , . �C� �• . . , , ' .� .
'"' ' • " �• ' '• I . . • 6�� Hin.. ` _
� (TY P �. ) '
. ;•.•. ;. . j .�.
' � • ' • '�� � ' � ', • Crushed Limestone to
.. , • . �
. � _ .
. . ��. . . . � � �
(• Extend�from 6 Below
. • ' ••� : .
( � Ripe:to Springline
� • • ''•� „�'�a�`o� (Excavate for Bei 1 s)
-. - . -
�:vfl�iis� �ar� �is��r� s'�i
��s � ss_ � .+� 1.-�•»�
. �
�
Cost of Granular
Embedment and Crushed
Limestone Bedding
lncluded in Price Bid
Per Foot of Sewer Pipe
STANDARD EMBEDMENT
FIGURE 109 �
� � E1-2 Material
E2-2 Construct�on
f
L
�
L
O
L''� L
�
N -�
^- G
.I�
� �
L Q
�
�
.
Variabte' Diameter Bore To Be Large Enough To Permit
Design Type Pipe To Be Pulled Or Jacked Through.
iYPICAL BORED SECTION
Longitudinal View
TYP1 CAL BORE W1TH .Pt PE 1 NSTALLED
' Long i tud i na1 .Vi ew
acle of�
similar nature requ.iring
bored installation of
s ewe r . —�-
-�-.i ^ •i ': r _ _. �. o•z ._.•-• i;:
�': - �'='� — �'' ' � -- _��= _ ___�. __,�- . .:��c�_ ^
r= _ r � r . - -- - _ — — • ,� _==�_ —.__ � - -
•-- _ — - - - --_ —=�..+�.--
NOTE:
1 •.
2.
Carrier Pipe
TYPICAL END VIEW
eriineter of Bore
Pressure Grouf Around Pipe. Grout
shall be proportioned as 1 Cu. Ft.
of cement, 3�5 Cu. Ft. of clean
fine sa nd with suff�cient water
added to provi de a f ree f 1 o�vi ng
thick slurry
Compression type joints to be used if possible.
[f comoression type joint is not available, MJ type,shall be used and
BORED CROSSIN� DETAILStP�bl,ngdPbPeo'�O
. , place
Ft�uRE ��o
Material E 1-15
^--��r��rtinti F 2-��j
6
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tp
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Standard '-`.-' "�
Curb � Gutter � ���� �
_ �I 1• .'�, ' ��'_ :,� :,,,: ,cn
�^ •,' • '�, .!, �_. '. �.1�
•2•1�611 { •, .)
' - ��
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i a v m � 1 •
\\ � _ id
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d� ,
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,�,C,3;� M�� �atertight�jPiut
'� � Grade � �
2°
�nc5ervi c� p-� �.e�Mi n. /
I f C. 1. Mi n. Grade 1°l0 �
TYPICAL SECTION Note: Embedment and backfi:"
as requ i red for ad j acent
ver ma in shal 1 be inc] ud`=
the price bid per sewer �
-vice complete in place. �
i
:
' � t
t
�
_ �
NOTE: .
Tees Will Be Used On All Service
Lines Constructed At Same Time As
Public Sewer. •
, . 'o
�er service li�e Iocati�
6e marked wi th rad vi r•:
�e st lsast 3" wi de anc
.. mil thick attached ia
the end of the service a�:=
extending through the ba==
fill at th8 point of ho�==
service connectian behin�
the proposed curb.
, - SERVICE LItdE .DETAILS
FIGURE 115 E�-9 Material
� E2-9 Construction
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8-f � Rc3�rS TYP . �
t,''Sc 3600� CLASS i� �- � �` i YP .
� COt�tCRETE. • • � - '
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C::'� L..CA ��',!L L EXT� I.D TD .
i C�= L� 2.- 27 G'Ck,�".h� T � „ �
(R� 3-tR r��"�. l Sc �7 ? ON � .
Gt,SF 2 / ��J
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d O T TGN Q= C Oh'E'S i 6'r�t�L� Rl l�' •
(f�^.�.,.,(R P�Q. i ..
� i GURE � 2�1
� : CONCRET.� MANHO.�E COL. LAR .
` �� DETAI�
. E . - �o, 21 t�u � � � I .�.�
E cc-�0.21 COti'STRL�,:7IOK
_ _ .. - •--
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-- :.: ••:�
,. ----• -:•:�-• --
'3 DOWEL..
- �. A-A�
. SEC. �N
NOTE: DROP THROUGH WILL BE POURED
. MONOLITHICALLY WITH CAST� IN�� PLACE_
� BENCH, OR - DOWELED AND•. GROUTED :
T0: PRECAST BENCH...;�:. ."�:.:�:.: �.�,�.'�:.�: ;..
�
. . . . ::�8'g .
� SEC N
INTERNAL HYDRAULI� S�,_LIDE
CONNECTION _ _D.E..T__.�Il�_
_� � w s "�� r� � i� i�
3 DOWELS
iCED EVENLY
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OZ 6 WYE
3Q 6' WASiEWAT'tR LAT. (LENGTH VARIcS)
4O. 6'X4'Rm.A�lD4'X4'TEE ORWYE,
OR 6' X 4' TcE OiZ Wlr�. AS REQ'D. BY OWNER.
5O. 4� STACK (LENGTH VARIES) '
6O. 4' WASTEIIVATER tAT. CX.FANOUT CAS?iNG
DCIST. PAVEMENT
N OTES:
0
7O. 4� W/15TEWATER PIPE (IFNGTN VARIES)
8Q. ADAPTOR
9Q. BUILDING S�1HER LAT. . �
�0 CLASS 'B' CONCRT
11 6' X 4" RIDUCER
� C0�IPACTED AS S�EqFiED,
QR INUNDATED SAND
?H_ CLEANOt1T
�AAY BE PLACm
IN THE PARKWAY.
QR 90cWAlK,
IF NECESSARY. i
PROr'. PAVE�AETlT �
EbtBmMEN� SAiAE'
AS USm QN MAIN
FOR P.V.C.:
CLEANOUT W1lL
SLlP 01r'cR PiPE
E�ABEDMENT SAM
AS USED ON MA
1. CLEANOUT CAS'fING TO BE FURNlSHED AND PLACED PEFi SPEqAL COND1710NS. IN VEHICI.E
7RAFFIC AREAS AND FOR COMMERpAL MAINUNE tATERALS, WASTEWATER CLEANOUT
SHALL BE OF CAST lRON.
2 SLOPE OF LAIERAL TO BE 17G 1�IN., ZX A1AX. UNLESS INSTRUCTED OTHERWtSE .8Y OWNER.
3. THE WASTEWATER LATERAL SHALL BE CONNECTED TO BUILDING LAiERAL AND CONSiRUCTED
IN SUCH �IANNER AS TO CLEAR DCtS�iNG U�lUTES AND PROPOSED FAqUTtES
SUCH AS STORM SEY►'ER 1AA1NS, PAViNG, StDEWAIKS, RETAINING WALLS, ETC.
� YErZT1CAL BENDS (225' MAX.) IAAY BE US:D lF APPRO�'cD 8Y OVtiMER.
4. THE �IAINLINE LATEf2AL CQNNECTION TO THE PRIVATc BUILDING LATERAL SHALL Bc �
AS CLOSE TO iHE PROPERTY L1NE AS POSSIBLE '
5.� INSTALL 4' STOPPER OR CAP AT PROPERTY UNE IF HUIIDING LATERAL DOES NOT EXtST.
6. SUBSTI7UE 4' FOR 6' Fl1l1NGS IF PLANS OR SPEC. COND. CAl1 FOR 4' LATERALS.
7. THE CLEAtJOUT S?ACK k CAS?1NG MAY BE PLAC�D IN THE PARKWAY, VEHICLE TRAF�IC
AREAS. OR S�DE1itA1K. IF NEC6SARY. •
WASTEWATER LATERALS
WiTH & WITHOUT CLEANOUT
. .. .... .. •.:._� . . . ...
... —
'7 �•�
STJWOXtfl SP£CilGT1W i�'iEitf?IC
s.�.
DAiE STAMOARD ORA
NOV. '96 512C
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I iN EARTH
� N.T.S.
�
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(GRADE VAR
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s�T;I /
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wAs�wa,�
b1A1N
-��CH Wt't1-t SLC?r'1NG S'�DES
N.T.S.
N0�5: '
1, WYE SHALL BE SUPPORTED AS SHOWN FOR YPYt
CONNECTION SUPPORT. .
2, I..ATERALS ARE TO CLEAR ALL DC.►S71NG U'IlU71ES.
.� �� ��4- pf2 22 1/2' Bc�TID. ONLY, MAY
8E REQUiRm. ,
\� � (M AX.)=�
CLASS. �A� =�G =-
� Ci..l"�� a8w
CONCRETE
AT YtifYE
IN ROC�C
N.T.S.
��j�
WASTEYVATER LATERA� CONNECTIONS
tAxOxcO SPECf1Ut�+ l�
6.7.
�... � �...�
1 1 /4' 80RE
3/8" D�
A`
�
i/2' a��tl
'2r--3�16�
SEC7i0�1 'A—A'—
N.T.S.
4 i /4' D.
3 7/8'
3 3/�
4'
4 3/8' '
�.'�VER
N.T.S
7 5/8'
7 3/8'
5 11/16' ,
1/Z'-13 UNC 2�
DRItL AND TAP
1' D�
.
'a -- —
� �� B �
' L \
j\\ i ,/�
21/32' R. `
ISiDE) -
. 2 25/32" R
�—(OUT51pE)
3 1/32' R.-� T-��'— -� �
C�EANOUT �ZAME TaP
N.T.S.
B 1/4'
. ' 7 3/4'
w
� � � �2- � \
� 5 11/76" � ^
I
�' — — �
�� � -- —
7/8"
3/16' DIA. RUBBER
�O=RING' GASKET-
U— I —
�:'-'I
� 4��4'-0
+ t/�e'
4 21 /32"+ �%8.
{ ��g-
� ��N�i.1T FRAME 60TTOM
NOTES: N.T.S. _ •
--
1- THE WORDS 'WASTEWqTER UTERA� CLEANOU7� SHALL BE
C/1ST INTO TOP OF COVER.
2 MATc�IALS' TO BE CAST IRON, P.Y.C. OR ABS PLAS7IC
�
SECTION `B-8" I
N.T.S. �I
�
1/2�-13 �
HEX BOLT
2-REQ'D.
(STAINLE�'
STEEL
_ . . � ASSEMBLY V1EW
' N.LS.
WASTEWAT�R� LATERAL '�'`�°T��'d`°.�,� �,���„�,�
CLEANOUT FRAME & Cp1iER 6��'
DATE STIJtIIARD a0it�
� NOV. '96 5� 4{
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FORT WOFiTH, TEXAS
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CITY WATEF �EPARiMENT
FORT WOFiTH. TEXAS �
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CiTY WATEFi DEPARTMENT �
FORT WORTH, TEXAS
�/�/�'E�?S�'CT/ON Cr4Q SS/NC�
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Nave Gate Vaive = i�
!
Exvsting or Proposed'Curb
S
'' � Bottom Rest
. j. ,
Concrete '
Blocking a::. r-' � � �
''� ',+'•+ Concrcte � �
� r� �" -�' .� � BI ocki�i�
ay I � L .J Fire H dra�t �:
— Y
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�°• . ConcretE , �
. �
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Ex i st i ng or Proposed Curb— F i rc Hycra�t t� �i
Pavement or Other Surface � be Set Ptumb
Trench '' 2�_6�► {+
�
Basc—� ` �- /—Paric�-:a'y +
Anchor
1 in� f
tion o
crete
0 i arr.�t
Lar�er
� Bury
�� ) 3'
(2) 51-u- • r vr r�-� r ��e rcer .
Figure 6
�rel anc
•a Bury ,
:ssary
a
'. Grav�-
�,y . ���
�kJ:I�y �
t ,
y��
ST�NDA�D �
FI RE .HYDR�it�T DETAIL
.. r�_�t�1 ►.A.-.�
Butt and Electric Tack Weld One End.
Tack wetd 4-1" Square Struts Max.
2" Long To Other End
Cast (ron Main
�o-r� :
Cast tron Closure Ring
2" Max. Gap
Cast Iron Short
Pattern Sleeve
Remove Weld Slag And Finish ln Accordance
With AWWA Specification C203 Prior To
Installation Of Cast Iron Sleeve
Provide Struts On Mains Up Through 12"
Onty If Gap Exceeds '-z': C.t. Closure
Ring ts Not Required On Mains Up -
Through 12". Construct As Detailed On
Mains Larger Than 1Z". _
. CaST tRON
, ..- .
C�OSURE R[NG
FIGURE 7
EI-7 Materi al
�_�_�g Ez'7 Construction
Water Mai�
��I t � Tee with Branch
� � on 0.00% Grade
- c �
� S- Gate Valve
� �— Ring Connect ion
� -� Lea�
� .
�—
S1 eeve_..,
90° Bend
Rotate Down
or u� as �
necessary
Provide Vertical
Tie Down Block As
Necessary '
Tee �
90° Bend rotate
' as necessary
�- Same size as smaller
main .
PIAN �
Water Main �
� '
` � .
Sleeve-z� -" l
Ring Connection Lead
SECTION
}
0
Water Ma.in over or
under as �the case
may be
Tee, Rotate
up or down
as necessary
x::r
«.
�
`"� -
Tee rotate as
' neces5ary
Prov i de t ie dow-
biock as necess =
a ry .
TYPICAL RlNG CONNECTf ON -_
FI GURE � E2-25 Construction
Plug
�
t '� r � -.��' ^ •.y
'•?: . �:� : t
_ � ' �� ;� =., ''. ti. •
�P:�� •l; �4: t�: .� ' i•.
'�•�•�1� .��L.1.,�0
NOTE;
�
Tee
X
Bearing Areas shown are based on
150 P.S.1,G test pressure and 3000
P.S.F. soi) bearing value.
, 9�
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r -
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o � �
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' �`;a`:;;P�o,s°"s
-0,, I•I•i.Q,�',r:6�'�.
,�� •elc.��
•�� , 'f4�'
�`
1 ���'
I
�
�500� Concrete
�SOOT Concrete
Bend
�ORIZO(�T�L � BLOCKING T �
::Di mens i on �> >, aBLE
x May Vary If Necessary To Provide BearinQ
� Against Undisturbed Trench Wali �
P i pe X-..
'Size Dim.
Ft.
4" ) � ,
6' � � , 5
8" �,S
lo" �,5
12' � i .
16' � 2
2p�� z
24�� 2
30" 2,5
b�� 2_
42�� �
48�� 3
54" 4.0 �
kOTES; �
1-1-7F3
11° - 1�� Z2o _ 3��
in. 45° ,
nA�r �� �� n. ax. Min. � 90 7ee � Plu -
�90 '8 '�5 •95 .�0 :QS� "C95 Area Vo .� �� �� qrea �ol. �� �� Min. Max:
• 9� •�8 . 05 .�0 . 05 . 91 . 82.. . OS 1. 16 r a 1:
• o .8 •95 .90 .05 1.05 l.lo .o5i 1. 3 l. •5 .o�
•05 . 9 5 1 .90 .05 1.41 2.00 .05� 1.86 3.471 .�5 �:�9 1.4I .oc
'90 •8 •05 1.26 1.60� .05 I. 57 2.4 .1
�.lo i.2 ,0 79 3.20 .t 2.�8 5.6z .2 1.99 3-9 .�$
1.48 2. 0.1 2.14 4.50 .2 2.8
).4] 2.0 .1 2.00 4.00 .i $.00 .3 2.38 5.65 :2
1. 77 3. 1 .2 2. 54 6..20 !. 3 2.8 8. 00 . 4 K+. i o� . 6
3• 52 l2. 40 . 6 4. p 3. 16 lo. o,
2.14 4.5p ,25 .00 .00 . .o0 1.15 3.9415.55 .?5
2. 66 7. l 0. 55 3. 78 K�. 20 1. p 4.25 18.10 . 5 5. 65 3z. oo i. 85 4. 76 . 60 1. o�
l0.00 , 5•30 28.20 1.75 7.05 �gap 3,� S,g� 5,332. l
" �. o a4o 1.4 6. 6 a8o 2.65 8.So 72.�0
. 2 1. 1.2 2 5.1 .20 1.0 2_9�
4. o0 18. 0 1. 6 6. oo .o0 2. 8. 48 �' 8• 30 E�. 00 4. 7�
• 5 . o0 6. 7 0 { 4� 0 0 7. o o �o . 4 1 1.14 t�. I l o. 4
Mi n imum areas shown are 9� 40 $�� 0.00� 13.00 '� -0 � 1=
Vertical dimensions of a11 blockebearing areas sh 620 16.p 10.7 )15 m 12.;
Volumes shown are iri cubic yards.
horizontal dimension shown. a1T be identical
� t o t he
HORlZOIUTA�. BL�CK IN �.
G DETAIL
F1 G U R E ;� . E-1" 20 Material
E`2'20 Constructia-
r
NOTE: 7rench width:
1. Pipe 24" i.d. and snaller = 24" �. �_,.
o.d. + 12" Wh►chever is gre�ter. \
2. Pipe larger than 24" = o.d. of Pipe
+ 18" • � � .
.adle shall extend a rnin. of 6'' beyo. �i �
3. Cr
each side of P�Pe•
�n Concre�e
Bell Bell Bend.
—�y � , _ps �
-rYP, �
RUBBER GASKET J01?1T. _ M.�. gend
M. J. _ -�
Bell-Beli
Bend
1500� Concrete
Keep a mi n. of 1' -0�.�
clearance between
conc. and• joi nts or
bol ts on �C• 1_• P� Pe'
or in excess�of
1' -0��
as detailed.
15pp� Concrete
r�
MECHANICAL JOtNT
Main
, � l r-
BELL AND SPIGOT ���N�
CRADL.E DETAIL :
FI�UR� 10
Note: When crQdle is
shown or specif
for installatic
on concrete pi
the ful i io i nt
1 ength of the
or fitting sha
cradled.
F �_�� µarerials
Class "6" (2504!#) Concrete ��A
j �. ' -
�. � '
m4 $ C C@ 1 Ba i ¢�;Q� �/�"
(
i
�_
�
� , .
�
Wrap pipe with
,. � 15,� roof i ng fel t
t
�
'� ( Form as necessary
t
BENDS • 90° 45° 221/2° 11 7/4°
*Vol. Req'd. C.F. 39.99 21.64 77.03 5.54
A Ft. . 2.50 . i.42 1.0 Q.75
6 B Ft. 4.0 3.88 3.36 2.75
^ C Ft. 4.0 3.88 . 3.36 2.75
� *Vol. Req'd. C.F. 71.09 38.47 19.61 9.85
•r
`- A
� •'
Keep concrete clear of
pipe joints and .bolts
Ft. 2.83 1.67 7.5 1.0
� 8 B Ft, 5.0 4.8 3.66 3.2
o C Ft. 5.0 4.8 3.66 3.2
r-
*Vol. Req'd. C.F. 711.07 60.11 3Q.65 15.40
� A Ft. 3.25 1.92 1.75 1.5
•� 70 B Fi. �5.9 5.6 4.25 3.25
o C Ft. 5.9 5.6 4.25 3.25
� *Vol. Req'd. C.F. 159.94 86.56 44.i3 22.17
a A Ft. 4.17 2.42 1.42 1.25
� 12 B Ft. 6.2 6,0 5.54 �4.2
C Ft. 6.2 6.0 5.54 4.2
*Volume calculated on the basis of concrete
reaciing thrust on the respective bends under �
an internal pressure of 150 psig at ihe rate
of 150 7b. wt. per cu. ft. of concrete.
VERTiCAL
:
EXAM PLE A
TIE-DOWN
�FIGU RE
6LOCK
it
DETAIL
E1-20 Materiat
E2-ZO Construction
0
NOTE � Quant i t i es wi 1 1 be spec i f i ed �
. on plans or di�ected by Engi- _,
neer.
Grout over exposed �
steel straps
Keep concrete
clear 'of pi pe
joi nts and bolts
¢
;:
�
�•�r''�'i'�� m4 Bar Steel Straps
� in variable quantity
!
depending on thrust.
- � Form as
� � ' Necessary
�I . �: - 2500� concrete
� , t' >
. � T 'A-' � �\ \ \ -0
' / / ( � � ,:`4 bars both ways
��� .. ;, 6" c/ c
/ � / �V� �.
�/ /�
: � � �'� � .
�: �� �,�'�`x
-�✓ x �i .
�':°y /�� ,.��.
. �
.•
EXAMPLE g
VERTtCAL TtE-DO�VN BLOCK
' — ' �,_�n Mareriai
�.
G�
� �_-
.
``�. � ' _
�. i '
_ . i
� � � ��I n+ Steel Bar Straps in
Keep Concrete ''��' '" � , variable quantity depenc
Clear o` Pipe '��l � ing on thrust.�
Joints and - �
Bolts � x
/ ;; .-::
. "''' Provi de Formi ng as
. . Necessary
':: � (
� 25p0� Concrete
. �.
� �=; �
: �� �D�i �
' �� � /� .; .
c.� `' :.' ; :' \ � :�.': . ..
_ � �
?,;; •� r4. Bars Both Ways
_ ; /� 6�� �/c
.', / / . .
�°-'.:: / = ::
•�:C;; •�,:1'•. `��
'.. r.
i,'; �� .
�B°'�'' ^ ��-'•>' �'�' �� •
., ;:; ; .,
����'' ��� NOTE � Quantities wi 11 be
. specified on detail
4� plans or directed by
• the Engineer
F
� �
�
�
e
' � EXAMPLE C .
�
�
. . VERTlCAL TIE-D4YVN 6LOCK
`.� FtGUR� 13
�� t-1-7$ . E 1-20 `tateri at
t • � E 2-2p i.onstruction
_ .
�
5treet Surface �
— — , . . , ., , , , —
- i . .
, .
, . , . . . ,
., � � ,
Concrete or "
Crushed Stone Base BACKFILL: Compacted
For Permanent Paving Mechani cally or jet�ted �
' See Special Documents
�� � � � � i
. � , ,
� ' . ' . . " ~�
����� ���� � ��
�
�
_ Minimum Depth After
' Compaction
. Granular Em6edment To
Be Jetted or Tamped
Crushed Limestone Beddinc
For Water Mains 16" pia.
and l.arger and San. Sewe-
1 ines (See El-3;E2-3)
Pipe Siz Ditch Widt Ditch Widt Ditch Widt Ditch Wal
"W" "W" "W" Clearance
"l. D." C.i. Pioe Pretensione Prestresse "A"
2�" • 2' -0" - - -
4" 2'-0" - - 6��
�� � �� . g_6��
8" 2'-0" . - 7•5"�
lo�� 2�_0�� _ . _ - 6.5��
t2" 2'-2" _ _ 6"
16" 2'-6" 2�-7+� _ b,�
20" 2'-10" 3`-0" - 6" •
24" 3'-2" 3�-4�� _ b��
o" - - 4'-6�� u��
36�� - - S'-o" c,��
42�� - - 5�-7�� y��
48" - - 6'-2" 9"
Note; Granular embedment is to be included in the price
bid per tinear foot of pipe.
TYPICAL EMBEDMENT DETAIL
crr►� �oc t �
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kf i I 1 as spec i f i e�d
Q
. O ,
lO 6" min. dimension. 6" �nax, for pay purposes when
bid per cubie yard. .� .
O2 6" min, dimension. Max. for pay purposes shall
6e 6" on main 24" and smaller, 9" on mains 30"
�and larger, when bid per cubic yard.
O3 4"�min. dimension. 4" max, for pay purposes
when bid per cubic yard.
4O Class "E" 1500# concrete. Concrete encasement
shail stop 1' either side of joint, and when
�ncas�ng concrete pressure pipe� fuil lengths of
pipe shall be encased, jotnts excluded.
- � CONCRETE ENC�ASEMENT D�ETAIL
�'-'8 � F! G U RE 20 E� �-7^ Material
E 2-7 Construction
r
\
��
�
NOTES:
�1 6" blind flange tapped 2" with 2" brass, plug.
O�2�n pattern blind flange drilted and tapped
for 6" blind fiange. 6" blind flange attached
with bronze bolts. Gaskets shall be futl faced
as otherwise required in E 2-�t•
O3 Lifting lugs shall be provided in quantities
. sufficient to loft and handle the ftange as
a balariced toad. •
O Attach the 125# pettern blind flange with steel
bolts and bronze nuts then cover with
cement grout after installati.on.
O1�5� Pattern flange, unless required otherwise.
Ftanges and btind flanges to be designed to
withstand pressure rating of pipe. /
O6 Wye branch to be one size larger
than, but tapered to standard
run normal diameter unless
otherwise specified. -
O7 Standard run diameter.
45'
STANDARD - -
CLEANING WYE DETA1 L
' ' � Material Specif;catio-� E 1-4
� Constructio� �pecif icatio-• E 2-4
FiGURE 28
When a fire hydrant is located at end of
tiains 6" and 8" in diar�ter, wye may be omitted
Contractor will make a reasonabie effort to
prevent back-flow of purged water (See E2-24)
EXTEND P I PE R I SER AE01,'E
GROUND LEVEL
CAP A�FTER DITGH HAS
BEEN DEWATERED
.
f—
Polly-Pig"
2. Closure on A�C pipe will require "Ring-Tight"
to plain end adapter in addition to MJ Wye
3• Block Wye streight run end plug :
4. After cleaning with "Polly-Pig" install branch
end plug. .' �_
CLEANING WYE DETAlL
F4R NON — L�a�ED �SYST�[1�1
!Z" AND Uf�aER
FIGURE 29
E�_] Material
_.. .. ,-�_... _.._. .
. Pavement Repair .
;%
--� _
�XCA�/PTI❑N, ►3ACK�1L► AN.D
REPAIR UN�ER EXTS ( ING
MIN. 2` H�T �R CQLD MIX ASPHALT
: �T. STRE� i PAVEMENT
. / "D"O"D�O p"O O"O"0
_O_0„O O O_O_O_0_O�
. �� MIN. 6' C�M
;"' ' . � F�EX—�ASE
' : d • � `. -' ` �i' •i/
�' • ' d • � � • . .
'��. .'' : ..• � :, • ;. Bar�aM�aF
• .. ' PERMANENT
,; . .
=XIST. BASE � — -
� .�- .—
� SAND MATER�AL '
EMBE�MENT '�
SEE SPEC. E1-2
�` �
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PA�/EMENT
STREETS
�TEMPORARY PAVING REPAIR SHC7WN —
F�R PERMANENT PAVING REPAIR DE i AILS
SEE FIGURES I-5 �R AS SPECIFIED IN
THE PLANS OR SPECIFICATI�NS:
�/.. y' � :•�'. •. ��.. �
.de ' � .
. � � . ♦•' ', a 4 •
. . .. . _ •_ .
�TYPE C BACKFILL
SEE SPEC. EI-2
I'-6` MAXIMUM
MINIMUM 6' SAND
EMBE�MEN i COVER
INIMUM 6' EMBEDMENT
� INC�UDE� IN LjNEAR FQ�T BID PRICE �F PIPE
. .
j � �T_GURE
CWA�TER SIZES UP TCi �
A
INCLUDING
REV: MARCH.25, 1999
�XCA�/A i 1CN, �3AC.KF�lLL. AN�
REPAj� UNDE�R EXIS.TiNG
� MIN. 2' H❑T QR COLD MIX AS�HALT
EXIST. STREcT PAVEMEN ►
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EXIST. BASE
� � SAND MATtRIAL--� •
EMBEDMENT \
� � SE� Sr=EC. Ei-2
�� 1> SEWE� - MINIMUM 12`--__
SAND EMBEDMENi COVER
c) WATE� - MINIMUM 6'
SAND EMRE�MENi C�vER�
MINIMUM 6' EMBE�MENi
PA.�/EMEN.T
SiR�.�IS
i tMP�RARY 'PAVING R�PAIR SH�WN -
FGR PE�MANENT PAVING REPAIR DE'
SE�' FIGUR�S 1-� ❑K AS SPECIFIED
THE PLANS ❑R SPECIFICA i I�NS.
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6' COMP CTe.�D // � �����% /� �
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9�.i T�M Qr T�:�fF�RARY QR —�
PE�MANENi PAV�MENT RE?AIR
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SE= SP�L. Ei-2
i'-a' MAXIMUM �
* CKUSHE� Si❑NE
S�= SP�C. Ei-3
� INCLUDE� � IN LINEAR F�G i BID PRZC� ❑F � Fi��
F�IGURE
C�SE1�/ER; ALL
CWATER SIZES 16a
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DOWcZ. SUPPORT BASK�i �
JOIM' DETA(L N0. 1
S� FOR EXPAAlSION JOIPtT
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FlRST POUR S�COND POUR
JO1h1T DETAIL N4. 2
SEAL FOR IONG(ii1DINA(_ AND
TRAtdSY'rtSE CONSiRUCTION
BUT JOINI'
NOT TO SCALE
,' ��4• SILICONE JOINT
� Su1LANT
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' SEAL FOR SAIkr.YD DUFA►,{Y JOIPtT
NOT 70 SCAL
SUPPLEt,{ENT TO 7kPW FlGURE 1:
WHEN OCISTING CONCRE7E tS CUT, SUCH ClJiS SHALL BE �1DE 1YtTH A CONCREic Snw.
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Form 1023
(Rev. 3/99)
(Electronic version GSD-EPC Word 97)
Page 1 of 2
Notice of Proposed Installation
Utility Line on Non-Controlled Access Highway
To the Texas Transportation Commission
c/o District Engineer
Texas Department of Transportation
Fnrt Wnrth , Texas
Date
Formal notice is hereby given that yDR ENGINEERING, INC_
Company proposes to place a �_; nch WatPr I i ne
line within the right-of-way of F_ I a nr.a � tPr �� Ta rra nt County
Texas as follows: (give location, length, general design, etc.)
MAPSCO NUMBER 79E- INTERSECTION OF N. HUGHES AVE. AT E. LANCASTER.
Removing existing 6-inch water line and replacing with new 8-inch line in
approximately the same location (trench). Work in TXDOT R.O.W. will include
replacement of approximately 20 feet of water line and connecting the new 8-inch
line to the existing 10-inch line in E. Lancaster.
The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in
accordance with the rules, regulations and policies of the Texas Department of Transportation (TxDOT), and all governing
laws, including but not limited to the "Federal Clean Water Act," the "National Endangered Species Act," and the "Federal
Historic Preservation Act." Upon request by TxDOT, proof of compliance with all governing laws, rules and regulations will
be submitted to TxDOT before commencement of construction.
Our firm will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed
installation, and we will revegetate the project area as indicated under "Revegetation Special Provisions."
Our firm will ensure that traffic control measures complying with applicable portions of the Texas Manual of Uniform Traffic
Control Devices will be installed and maintained for the duration of this installation.
The location and cJescription of the proposed line and appurtenances is more fully shown by �ghPs AvP. /MPadPrt Street
complete sets of drawings �tt�ch�d to this notice.
Construction of this line will begin on or after the 1 st day of __��nuary ,�n�t_•
By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the
conditions/provisions included in this permit.
Firm HDR ENGINEERING
By (Print) �ARFY FfIYT, P_ F_
Signature
Title pR��7F('T MANAGFR
Address 512 Main Street. Suite 600
Fort Worth, Texas 76102
�- . - . : : � •