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SPECI�IL COs�!TP.,�,CT DOCi.1�,�E(`J���� DEP�RT14AEf�fi
FOR
CITY SECRETARY n ; ,
C0NTRACT NO. ��` � D
LAKE WORTH WATER SYSTtUi IMPROVEMENTS
KENNETH BARR
MAYUR
INDIAN COVE VJF,TE�; EXTENSfU�v
D.O.E. Pn'JJECT NO. 234'�
Water Project �vc�. �V�J77-GF07'0153960
SEP i EMBEf� 1 J98
BOB TEF�RELL
�CIT'Y' MANA+GEr�
A. DOUGLAS RADEMAKER, P.E.
DIRECTOF�
n�PARTMENT OF ENGINEERI��G
POE ENG�NEERS, INC.
68�C NIANHATT;�N BLVD., Sl)ITC 210
FORT �V�iORTH, TEXAS 7612G
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21
SPECIAL CONTRACT DOCUMENTS
FOR
LAKE WORTH WATER SYSTEM IMPROVEMENTS
INDIAN COVE WATER EXTENSION
D.O.E. PROJECT NO. 2341
Water Project No. PW77-060770153960
SEPTEMBER 1998
KENNETH BARR
.MAYOR
A. DOUGLAS RADEMAKER, P.E.
DIRECTOR
DEPARTMENT OF ENGINEERING
POE ENGINEERS, INC.
6850 MANHATTAN BLVD., SUITE 210
FORT WORTH, TEXAS 76120
BOB TERRELL
+CITY Vlr'lA,hdAC'�R
�
TABLE OF CONTENTS
1. Part A- Notice to Bidders
2. Special Instructions to Bidders
3. Prevailing Wage Rates (U.S. Dept. of Labor)
4. Part B - Proposal
5. Disadvantaged Business Enterprise
6. Part C- General Conditions
7. Part D- Special Conditions
8. Part E
9. Part F
A. Performance Bond
B. Payment Bond
C. Maintenance Bond
D. Certificate of Insurance
E. Contractors Compliance with Workers' Compensation Law
10. Part G Coniract
11. Soil Report
12. List of Paid Customers
NOTICE TO BIDDERS
Sealed proposals for the following:
COKSTRUCTION OF LAKE WORTH WATER SYSTENI IMPROVEMENTS
INDIAN COVE WATER EXTENSION
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing
Office until 1:30 P.M. January 14 ,1999, and then publicly opened and read aloud at 2:00 P.M.
Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of
EnQineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of documents
will be provided to prospective bidders for a deposit of twenty dollars ($20.00); such deposit will be refunded if
the document is returned in good condition within l0 days after bids are opened. Additional sets may be
purchased on a non-refundable basis for twenty dollars ($20.00) per set.
Bid security is required in accordance with the Special Instructions to Bidders.
The Ciry reserves the ri�ht to reject any and/or all bids and waive any and/or all irregularities. No bid may be
withdrawn until the expiration of forty-nine (49) days from the date bids are opened.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 the
responsibility of the bidder to whom it is proposed to award the contract has been verified.
Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the
addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all
addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained
by contracting the Department of Engineering at (817)871-7910.
For additional information concerning this project, please contract Weldon Jarratt, P.E., Poe and Associates of
Texas, Inc. at (817) 429-7870.
[n accord with City of Fort Worth Ordinance No. 11923, The City of Fort Worth has goals for the participation of
Minority and Women Business Enterprises in City Contracts. The City's Goal is 11 % of the Dollar value of
the contract. You may obtain a copy of the Ordinance from the Office of The City Secretary. "The bidder shall
submit ttie MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD
FAITH EFFORT FORM ("Documentation") as appropriate. The Documentation must be received by the
managing departrr►ent no later than 5:00 p.m., five (5) business days after the bid openin� date. The bidder shall
obtain a receipt from the appropriate employee of the contracting department to whom delivery was made. Such
receipt shall be evidence that the Documentation was received by the City."
For additional information, contact Madelene Mayhall, City of Fort Worth @ 871-8423.
BOB TERRELL
CITY MANAGER
Advertisin; Dates:
December 17, 1998
December 24, 1998
Fort Wo rth, Texas
Department of En�ineering
A. D ademaker, Director
B : 1 � �-,� ,1 �-�"'��
Y
Rick Trice J
Manager, Engineering Services
ALICE CHURCH
CITY SECRETARY
SPECIAL INSTRUCTIONS TO BIDDERS
1. PREQUALIFICATION REQUIREMENTS: A current financial statement, an
acceptable experience record, and an acceptable equipment schedule, must be
filed with the Director of the Water Department at least one week prior to the
hour for opening bids. The financial statement required shall have been
prepared by an independent certified public accountant of an independent public
accountant holding a valid permit insured 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 ofd. 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.
Proposals submitted by a prospective bidder who has not fulfilled the above
requirements shall be returned unopened.
Prospective bidders whose qualifications are not deemed to be appropriate to
the nature and/or magnitude of the project on which bids are to be received will
be notified before the date of the bid opening, and any proposals submitted by
them shall be returned unopened. 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 qualification in work of both the
same 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 bids are to be received. The
Director of the Water Department shall be the sole judge as to the acceptability
of experience for qualification to bid on any Fort Worth Water Department
project.
The prospective bidder shall schedule the equipment he has available for the
project and state that he will rent such additional equipment as may be required
to complete the project on which he submits a bid.
2. BID SECURITY: Cashter's check or an acceptable bidder's bond payable to
the City of Fort Worth, in an amount of not {ess than five percent (5%) 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.
For the bid bond to be acceptable, the name of the surety company issuing said
bond shall be licensed to do business in the State of Texas and shall be included
on the current U.S. Treasury list of acceptable sureties, and the amount of the
Special Instruction to Bidder 1 of 3
bond written by any one acceptable company shall not exceed the amount
shown on the U.S. Treasury list for that company.
3. BONDS: A performance bond, a payment bond, and a maintenance bond
each for one hundred (100%) percent of the contract price will be reguired,
Reference C 3-3.5.
4. WAGE RATES: Not less than the prevailing wage rates established by the
City of Fort Worth, Texas, and as set forth in the Contract Documents must be
paid on this project.
5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in
the Proposal, the City reserves the right to adopt the most advantageous
construction thereof to the City or to reject the Proposal.
6. BIDDER LICENSE: Bidder must be licensed in the State of Texas.
7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil
Statutes, the City of Fort Worth will not award this contract to a non-resident
bidder unless the non-resident's bid is lower than the lowest bid submitted by a
responsible Texas resident bidder by the same amount that a Texas resident
bidder would not be required to underbid a non-resident bidder to obtain a
comparable contract in the state in which the non-resident's principal place of
business is located.
"Non-resident Bidder" means a bidder whose principal place of business
is not in this state, but excludes a contract 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 contract 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 its bid to meet specifications. The failure of a nonresident
contractor to do so will automatically disqualify that bidder.
Special Instruction to Bidder 2 of 3
8. PAYMENT: If the bid amount is less than $25,000.00, the contract amount
shall be paid in one (1) lump sum upon completion and acceptance by the City of
F.ort Worth Water Department.
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 employment,
advancement or discharge of employees or in connection with the terms,
conditions, or privileges of their employment, discriminate against persons
qualification, retirement plan or statutory requirement.
10. DISABILITY: In accordance with the provisions of the Americans with
Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its
subcontractors will not unlawfully discriminate of 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. Contract warrants it will fully comply with
ADA's provisions and any other applicable federal, state and local laws
concerning disability and will defend, indemnity and hold City harmless against
any claims or allegations asserted by third parties or subcontractor's alleged
failure to comply with the above referenced laws concerning disability
discrimination in the performance of this agreement.
11. CONTRACT DOCUMENTS: Contract documents may be obtained from the
offices of the Transportation and Public Works Department of The City of Fort
Worth, 1000 Throckmorton Street, Fort Worth, Texas 76102. Plans may be
purchased for the deposit amount of $50.00; such deposit will be refunded if the
documents are returned in good condition within 10 days after bids are opened.
Special Instruction to Bidder 3 of 3
CITY Or FL�:'T Nti:r.i}i
iiIC�3�iAY C�NIRi3C.TICxi
CL.FSS I F I CIhT I Ot�
pRFNAILING HAC.E RF,ii FOR 1995
RATE CL�SSIFICATION
AIk 1L�OL Or�A'IC�R
A5� ��T RA.i�.'�
AS?:-�LT Sc'.OVII,E�
BA'it}3IPiG PL�ANT WEI�t."�
BF:'I i'ERbC�F.RD SETT"tR
CAi�..�'I'F�
OOC�._n_.zTF' F i N I S�R ( PAV )
C�t�;,F.ETE F I N I Sr�R ( SIRS )
CI�cS�,"'I'c. 1�`JB8 -��i
� .� .�IR I CIP*i
��
F0�': BU I LIk'R (57RS )
FC7:�:�i LII�
FCk-=`i SE,TI'�.R ( PAV b QJR3)
FO�: � �'IT�t ( S1xUCILT�tE�S )
IA'��r.� , OCM�4�t�i
LA�?F�, (TI'ILITY
M�"__�_.�-� .N I C
OI L�.�
S� VI�
PI`�IY�
PIF-�F�
E?�F i L.
P�. _� D�U I .P�'.:1�i' OP�.'�ATOP.S
FSr�'r'_�.LT DISIRI�siT'!`OR
AS?s-i�.LT P'r.VIlr'G N.�iCriIlvr,
Bif�X�! QF, S�g2 OP'r�2AT0�t
&.� �".j:.�D�^c...�� , 1 SO h1� OR I•FSS
FJ'LLLYJ� . W r'� 150 FiP
CCt�"�.� rAv iIvG CLTRING MAC�i .
CXX�.-TE PAV FIN I Sr:ING l�Cfi .
0.�.nEI'E PAVING FL�i (Rp,,DF�
��.�I'E PP.VIIiG JOINT MAQ3.
Q��.� PAVING J�INT S"cALR
t�t�',E'I� PAV IIr'G FI�CIAT
aCt�...F'TE PAVING S�AY�
O�S�c...z'I'E PAV I NG SPftr'�DF�
SLIPr�GRM N.AC�iINE
C�'�.�, , Q�A�'.Sr�ZL . PACXi-IOLE ,
D� RIC}:, LtiR.AGLI2ZE, Sc�
(L..�'SS��,N11/2CY}
� ='�. , (,'L�'ViS�-.r�,L , BACXEiOLE ,
Dr �-; I CX. DRAGLIIZE , Sc.�
(1 1/ 2 CY b OV�.�)
.('r;JSr.i?ri� 0? S�cI�iG PLT OFR.
��'J:.T i 2�G C�F�-' ti
F�?�F:T I CN iFtI L�L OFE"nAT'QR
{ C.�.z'r; � �CJ(JIv'I'ID )
FCLZ�'�F�TION Ifr'cILL OPERATOR
57.554
S8.Sb5
58.255
$9.371
58.920
59.447
59.345
59.058
57.733
$12.761
55.598
$5 . 717
S8.913
58.686
58.427
56.402
57.461
5?0.658
5�.698
58.104
57.500
58.509
S11.333
$8.444
59.053
57.908
58.703
ss.i6a
58.213
59.453
58.500
S9.042
57.350
57.875
59.290
59.750
59.000
59.040
$9.513
510.517
S9.500
S10.004
RP.TE
f'C�'� E�(J I Pl�NI' (�''FRA�RS
H? LL I NG i�,C�-i I NE 0?F�tATQR
HI}� (CNE� 16 C.F. )
HI� (16 C.F. b LFSS)
HIX�- CXJNCRF.TE PAVII�G
MC'JN�c C�,P,D�tt OF'gtATQR
(FII1i C�ADE)
MJIUZ ��iDFR OF'�.rtATOR
FA r..:l MhRKIt�G l�iQ:INE'
PCrS'I�iOLE DRI LL� OPr'u3ATOt2
s
ROL�I.Eii, S'!'FZ ��,
{PLANT-}�lIX PAVr7�I�S)
ROI.T�E'rt, S'I'�'Z t�'rI���
( F'L�!'I4�.'��L OR TAt�II3G )
ROLI.FR, Pfi�.]MATIC SII�'- PRO
&�A. �?- 17 C.Y. b I�SS
S�:.�- CNFR 17 C.Y.
SIDL, BO".H
TFcACiG't'c— CRP,�,'L�.� TYPE
{ 150 I� � LESS )
Tr =C'I`OF:— ��r,s�TL� '!'YPE
( UVc.� 150 HP )
TFyC'I'OR —Pf�<k:''nTIC
Tr�F.V'tZING HIXF�t
TR�F�iING lSAC�iI2�-LI(�T
TFc ��CHING N.AQ�iIi�-ii'r"AVY
W.?GJIti-Ik-.ILL, BOnING HAQiI2�
REilrr'�CING SI'r�- , SE'ITII�
( PAVIt�G )
REIt�i'r'�.''CII�i^v S'T�,' SE,TTII�
( STRLICILTRA.i.� )
..�'i'"'r�I, i�?O�h'Et'c-STtZUCIURAI,
SIGi tx:,..-ivtt
SFn.?.D� BQX OPE�ATCfft
&LrcFcIC'AIk. Sc�r VIC� ZCt� WK.
l�..'Ut�i'� SICxi INSTALLgt
i F�.�.''�'I' C�OUPiD )
TR'� DRIV�-SIIiGLE AXI�E
(LIG'ci'T)
'!�'c'JC'x: DP,IVt�r -SINGL� AXI�E
(HFANY)
1'r�`�3CX L1ZIVr�-�`Ah'Dg! P.XL�E
( rS 2�.I -TRAI LE? ) . � . .
Trr."�KF T�IVr�—I�Y/FZ,CIAT
T.^JG� L�f"cIV�.—Z�AiVSIT MIX
T'rcvCi: I'r ;IVF"'r.il;N�i
VIr.?nTG� OrE�TOR
i�"..rDt."�.
56.650
59.000
57.913
59.500
510.346
59.891
56.402
59.000
58.339
57.963
$7.403
58.138
$8.205
57.793
53.448
53.873
57.735
$7.615
$8.188
S12.49$
59.000
59.218
511.54E
$16.340
S11.436
56. 988
56.402
56.402
S7.465
$2.067
57.816
$9.653
57.507
$8.200
$7.000
514.459
JI.P.� 6, 1995 h'tk'r ti F�.�.�::� 9�:��fr
C I TY OF FCk1kiT k�'�'TH
HIC��iY �Fd��TiON
PRbYAILIIVG i�IAGE RATE �UR 1995
( TRCKX �JUNTID ) 511.138
FCJ(Jt�'I�ATIaN L�RILL OPR I�-Z�R
FRC�IIT II�T I�QADF�
(2 1/2 CY OR I,�SS) $8.823
FRO�1T FZ1T L�QADr�tr
(CN"rR 2 1/2 GY) 59.311
HOI ST ( DcY1c3L,E DRL2�i b LF5g ) $8 . 917
J'tit�i 6, 1°95 H(�'�'N R.���O(JRCE5 9Sr?Grv''_'
PART B - PROPOSAL
(This proposal must not be removed from this book of Contract Documents.)
TO: Robert Terrell
City Manager
Fort Worth, Texas
PROPOSAL FOR: The furnishing of all materials, equipment and labor for the installation of
12-inch water pipes and all necessary appurtenances and incidental work to provide a complete
and serviceable project designated as:
INDIAN COVE WATER EXTENSION
Department of Engineering Project Number 2341
Water Project Number PW77-060770153960
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 Water Department 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, furnish all labor, equipment and material except
as specified to be furnished by the City, which is necessary to fully complete the work as
provided in the Plans and contract Documents and subject to the inspection ad approval of the
Director of the City Water Department 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 fo� the performing and completrng of the said work. Contractor proposes
to do the work within the time stated and for the following sums:
ITEM APPROXI. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
(Furnish and install, including all appurtenant work, complete in place, the following items) (D-
No. refers to related items in the Part D Special Conditions:)
INDIAN COVE STA 0+00 TO STA 18+20
1. * 1,820 L.F. 12-Inch Water Pipe; Per Linear Foot:
Dollars
Cents $ .� l � �" � s�, �e10 � �
�
ITEM APPROXI. DESCRIPTION OF ITEMS WITH
NO. QUANTITY BID PRICES WRITTEN IN WORDS
2.
3.
4
�
�
7.
3 EA. 12-Inch Gate Valve w/Cast Iron
Box and Lid, E2-10; Per Each:
�.�, �,.,,,,� �,��, Dollars
y
and —� Cents
3 EA
3 EA
3.0 TONS
6-Inch Gate Valve w/Cast Iron
Box and Lid, E2-10; Per Each:
��
� � ,�,�( Dollars
and -�-�t' Cents
Standard Fire Hydrant, 3'-6" Bury
Depth; E2-12; Per Each:
�
,,�'o�,,.,, �� Dollars
- �-
and -��- Cents
Cast Iron/ Ductile Iron Fittings;
D-25; Per Ton: „
�, ,�r�` �,,,,,•,�, Dollars
. - -
and -� Cents
2 EA. 1" Inch Air Release Vacuum Valve;
Per Each:
��,c,v,�,,,,, ,�ha„;„�� Dollars
lEA
U N IT TOTAL
PRICE AMOUNT BID
� � �C�. ```� $ � ��'-(�
,� - ,
$ ���' �D $ � ���� oa
.
��
$ ! `�"b�s.`�� $ �5'0�.
.
�
$ 3: d� c� � c $ 9. �Da �
-,
�` �' ,��
and � Cents $ �, /f�0 _ $ �, � {�p ,
. ,
8" Pressure Reducing Valve; Cal Vai, Ames
or Approved Equal; Per Ea h:
, ��,��+�.��
��� i�,F,�,,,�,,, �,�,� Dollars
� � �+ � �� �
and �` Cents $ �. s(� i� , $ � .� �p".
� �
:
�
ITEM APPROXI. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
8. 10 C.Y. Class B(2500#) Reinforced Concrete;
Per Cubic Yard:
1
�� ,��,,�,,�„r►„�,.� , Do I I ars
t
d �' �,T
and � Cents $ � U�� � � �bf7d-
r
�
10.
11
10 L.F. F.H. Barrel Extension; Per Linear Foot:
�,�, Dollars
and � Cents
14 EA. 1" Service Taps; Per Each:
�
(,�'''�,,�a -�,A,�.,? ,,,,� Dollars
and �-- Cents
540 L.F. 1" Service Line; Per Linear Foot:
�,�,, �,k,�.., Dol lars
and �" Cents
12. 14 EA. Class A Meter Box with Lid, E2-17,
D-23; Per Each:
��Dollars
J
and � Cents
a�
� l D �° $ 1,�'�e
$ l�G�.��� $ i4�� ��
$ �:�n� � 7�����°�
� �j�. �� $ ���,c�
`�
ITEM APPROXI. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
13. 1,820 L.F. Trench Safety; Per Linear Foot:
t�J'�' �ollars
er
an+d ,�+,1�, Cents $ 1.�+� � ��3d �
�1 � �
14. 20 C.Y. Crushed Limestone Mat'I;
Per Cubic Yard:
�/ J,�K�—�' Dol lars
. ,
Zf
and � Cents $ ���• �� $ �'(�b, �
15. 150 L.F. Trench Repair for Water Line
2-lnch HMAC on 2:27 Concrete;
Per Linear Foot:
��.� .�c.,I Dr�l lars
, � +.
��,� �- ���t�
16. 300 L.F. Trench Repair For Service Line
2-Inch HMAC on 2:27 Concrete;
Per Linear Foot:
, �•,�,,�{ -�...,� Dollars
, , .
and �` Cents
17. 1,820 L.F. Silt Fence; Per Linear Foot:
�,1•yrj,� Do I I ars
and , �,�,�,,,�,��' Cents
� • �
��+
$ ,��.c�c� � �.��a�
,
$ F���,cr.
� � .�� �`
f-
� !� �" c:r�'.
,
�
� � � �/-�'• �
,,
�
��
ITEM APPROXI. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
18. 20 C.Y. Topsoil; Per Cubic Yard:
'�a,� Dollars
�� �
and � Cents $�' D•6 $ � '��•�
19. 0.3 AC. Seeding; Per Acre:
A
�%�� � _,,��� Dollars
, �
and � Cents
20. 1 EA Removing Old Structures; Per Each:
� r.� �,�.r�.,�,�,v,,�� Dol lars
• _ � -
and ��� Cents
2�
�
� �'�.�, �` ` $ � 7a � �
� ab°o. °� $ � G0°� ��
1 EA Manholes and Inlets (6' x 6');
Pre-Fab Vault, Brooks or Equal; Per Each:
� � Dollars
"'' � .:� a A h f� r�
�, /+�
and -��� . . Cents $ � '(3C�. � ` $ �j bEk�.
* ✓PVC (C-900) (DR 14);
DIP (CLASS 51)
:
�� ���� '� l'� , d� . �. ��'
71 i
�I �
PART B - PROPOSAL (CONT.)
Within ten (10 days after acceptance of this Proposal, the undersigned will execute the formal
contract and will deliver an approved Surety bond and such other bonds as required by the
Contract Documents, for the faithful performance of the contract. The attached bid security in
the amount of 5% is to become the property of the City of Fort Worth, Texas, in the
event the contract and bond or bonds are not executed and delivered within the time above set
forth, as liquidated damages for the delay and additional work caused thereby.
The undersigned bidder certified that he has been furnished at least one (1) 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 plant.
The undersigned assures that its employees and applicants for employment and those of any
labor organization, subcontractors, or employment agency in either furnishing or referring
employee applicants to the undersigned are not discriminated against as prohibited by the terms
of City Ordinance No. 7278 as amended by City Ordinance No. 7400.
The Bidder agrees to begin construction within 10 calendar days after issue of the work order,
and to complete the contract on or before June 10, 1999 as set forth in the written
work order to be furnished by the Owner.
(Complete A or B below, as applicable:)
/
v
I•1
:
The principal place of business of our company is in
the State of ; � � �r�, � .
,_ _
Nonresident bidders in the State of
our principal place of business, are required to be
percent lower than resident bidders by state
law. A copy of the statute is attached.
Nonresident bidders in the State of
our principal place of business, are not required to
underbid resident bidders.
The principal place of business of our company or our
parent company or majority owner is in the State of Texas.
:.
Receipt is acknowledged of the following addenda:
Addendum No. 1 (SEAL) If Bidder Is Corporation
Addendum No. 2
Addendum No. 3
Respectfully submitted,
.� .� � ���� �,�_ �� .
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�ry w
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BY� \� 11�n � t'��.�r r �-� ..,
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Title
PD ��� �o � ��
Address
PART B - PROPOSAL (CONT.)
MATERIAL SUPPLIER INFORMATION FROM
�-'�_ �� �, .�6 / Es 7
The valve supplier information form bound with this project manual shall be provided by the
Contractor at the time that bids were submitted.
1. ,/� �/ F= Y,� t 1" ��_ �. �
Name of Manufacturer
Home Office Address of Manufacturer
GATE VALVES
Location of Plant in Which Valves are to be Manufactured.
2. /�Me.S
I:
CHECK VALVES
Name of Manufacturer
Home Office Address of Manufacturer
Location of Plant in Which Valves are to be Manufactured.
3. � ���5 �_? � � AIR RELEASE
Name of Manafacturer AIR VACUUM VALVES
Home Office Address of Manufacturer
Location of Plant in Which Valves are to be Manufactured.
(a) Contractor agrees to provide to the City a certificate showing that it has obtained
� a policy of workers compensation insurance covering each of its employees
employed on the project in compliance with state law. No Notice to Proceed
will be issued until the Contractor has complied with this section.
(b) Contractor agrees to require each and every subcontractor who will perform work
on the project to provide to it a certificate from such subcontractor stating that the
subcontractor has a policy of workers compensation insurance covering each
employee employed on the project. Contractor will not permit any subcontractor
to perform work on the project until such certificate has been acquired.
Contractor shall provide a copy of all such certificates to the City.
..
c+f of Fort wortn
Minority and Women �usiness Enterprise Specifrcations
SPECIAL 1NSTRUCTtC)NS FOR BIDDERS
APPL1CATlON OF POI.fCY
If the total dollar value of the contract is $25,000 or more, the M/W8E goal is applicabte. If the totai dollar
value of ihe contract is less than 325,000, the M/WBE goa[ is not applicable.
POLICY STATEMENT
It is the policy cf the City of Fort Worth to ensure the full and equitable participation by Mrnorih,�/Women Business
Enterprises (M�NBE) in the procurement of al! goods and services to the Ciry on a contractual basis. Tne objective
of the Policy is to increase the use of Nt/WBE firms to a level comparable to the availabifity of M/WBEs that provlde
goods and services directly or indirectly to the City.
MM/BE PROJECT GOALS
The City's MBE/WBE goal on this project is �� % of the base bid value of ihe contract.
COMPLIANCE TO B{D SPECfF1CATIONS
On City contracts of �25.000 or more, bidders are required to comply with the intent of the Ciry's N1lWBE Ordinance
by either of the fo(lowing:
1. Meet or exceed the above stated M(VVBE goal, or;
2. Good Faith Effiort documentation, or;
3. Waiver documentation.
SUBMITi'AL OF REQUIRED DOCUMENTATION
The applicable documents must be received by ₹he Managing Department, within the fellowing times allocated, in
order for the entire bid to be considered responsive to the specificatiens.
1. M/WBE Utilization Form:
2. Prime Certractor Waiver Form:
3. Good Faith EFfort Form:
received by 5:00 p.m., five (5) City business days after the
bid opening date, excfusive of the bid opening date.
received by 5:00 p,m., five (5) City business days after the
bid opening date, exclusive of the bid opening daie.
received by 5:00 p.m., five (5) City buslness days after the
bid opening date, exclusive of the bid opening date.
�FAILURE TO COMP�Y WITH THE CITY'S MNVBE ORDINANCE, W{LL RESUL.T IN THE B!D BEING
� CONSIDERED NON-RESPONSiVE TO SPECIF1CATlONS.
Any questions, please contact the M(WBE Office at (817) 871-6104.
Rev. 6/2�98
:.;` .
_ ".:� � -
~•i
City of Fort Worth
Minority and Women 6usiness Enterprise Sp�flc�fions
MBEIWBE UTILIZATION E���r�N���I�G/C`�`4
�„� ;'�'1 f�n �rir�ue Z /ti+�. .
PRlME COMPANY NAME �' ,
I.a_r� �. U;r�fi kL.:a�tr �,o. ( I,�r�ia�v �� �vc ��
PROJECT NAME '
�� o�
I CTTY'S �UWBE PROJECT GOAL:
ATTACHMENT 1A
Page 1 of 2
� � ��� �1 A(1 11 `I 1
BID DATE
P�,/ ?7- � � �ni5.3 9�0
PROJECT NUMBER
/? %
I �'BE PERCENTAGE ACFIIEVED: �
Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department
on or,befare 5:00 p.m. five (5) City 6usiness days after bid opening, exciusive 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
schedufe, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
>misrepresentation of facts is grounds for consideration of disquaiification and will result in the bid being considered
non-responsive tv specifications.
Company Name, Contact Name,
Address, and Telephone Na
RaMbo ir1cK;�t4
�!'r-c! fZaMb n �
so1 � A�l�seN csrAr� � e� r�� �' i
� � �4-o T l s� ���.� y
�?- R�/ - 3 04-
+�iI��CX� S7'L� �,Q�YI.tGflO,t/
,�a��� �u
P.o. �ox 3�S�, �P��rsd�s� rx.
7�07� 940 � 433 -:�w7
_M � RJ7-72� , �71
Certified
� on
~ � �U x
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✓
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Specify All Contracting
- Scope of Work (*)
h'au/ ia Savd a.,� d
�au / a{� ,Soo,' /' .
paui,uy �Scpair
¢5O �F.
Specify 1�11 Items to be
Suppiied(*) - �';.
- U `
31
'L' N
47 H
.:,�-t:�r'•� .�.;[,��.�'ave.uf`
�,r� �"lJ
Co,uc. ,�'�vv/� 1��3e
AsP� �f �a��N�
Dollar Amount
3,338•S�
I 0, 350 . o0
M/WBEs mus2 be located in the 9(nine) county marketplaca or currently doing husiness in the maricetplace at the time of bid.
I(') Specify alI areas In which MWBE's are to be utillzed andlor itemsto be supplied�_ .-
(') A complete listing of items to be supQlied is required in orde� to receive credit toward the M/WBE qoal.
i
(") Identify each Tier level. Tier. Means the Ievel of subcontraciing helow the prime conVactor/consultant, I.e., a direct payment
Rom the prime contrador io a subcontracior is considered 1" tfer, a payment by a subconUacior to
its supQlier(s considered 2n° tier. _
THIS FORM MUST BE RECEIVED BY THE MANAGiNG DEPARTMENT BY 5:00 p.m., FNE (5) CITY BUSINESS DAYS AFTER 81D
OPENING, EXCLUSIVE OF THE BID OPEiVING DATE
Re�. erzrss
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
�.' � .. • .�-• . _ . ' • _..
��� . - - ,- -.. -
r
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� � ATTACHMENT 1A
Page 2 of 2
LL city of Fort wortn
Minority and Women eusiness Enterprise Specifications
MBE/WBE llT1LIZATION
Company Name, Cantact Name, - Certified= Specify A1LContracting - Specify �,I! Items to be DollarAmount
`- Address, and Telephone No. ';-. Scope of Work (') Supplied(') ,�;-
- U oo � �
m
V x '}� tA h�
Z ~ S -
The bidder further agrees to provide, directly to the City upon request, complete and accurate info�mation regarding
actual work performed by all subcontractors, inciuding MBE(s) and/or WBE(s) arrangements submitted with this bid.
� The bidder also agrees to allow an audit andlo� examination of any books, recards and files held by their company that
will substantiate the actual work perfo�med by the MBE(s) and/or WBE(s) on this cantract, by an authorized officer or
employes of the City. Any intentional andlor knowing misrep�esentation oi 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.
�-` . AL ,MBEs and WBEs MUST BE C�RT1FlED BY THE ClTY BEFORE CONTRACT AWARD
T �
'� ���i�.".� �,• ..c � •�... �S F �'r � �i-.� r i .� u f �
Authorized S nature � Printed Signature '
��i-� �,� �
Title, ,e. Contact Name and Title (if different�
'�;:�� �r `i�' � �� :►. � , _.. ��t , �c f �7 • � � �' r�'� �� �
Company Name �� � ` Telephone Number (s)
€�- � • r.� , �d ��� � ; f�`� i � � r� � — ��' �; � � �'a� �/ �
�Address �y � Fax Number
.. �i �Jr+1� ! f�, /`,rs-u�,� � '���;� �'t� >> � � r' f � 1 � �" r
;CitylState2ip Code Date
�,.
�
' THIS FORM MUST BE REC�IVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., F3VE (5) CiTY BUSiNESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev. 6/2198
� Pages 1 and 2 of Attachment 1A must be received by the Managing Department
C�
�EPr or
EF+�lNEERING/CFW
99 JrN 21 A��l il `�1
MBE/WBE DOCUMENTATION RECEIVED
DEPARTMENT OF ENGINEERING
BID DATE: � � � �-I - � "�
PROJECT NAME/D.0.E. NO. ��- V\�� � S- '�r. \ n�n �c�. �Prr�.p1't'�5 I r1 d��.r� �v �
w
v��c. -�f'r �X'��'� 1e�'11 �� � '��'��r�
PROJECT MANAGER: �"� �,r��.� �' r32 �� �--�-tic:.,_� I
FORMS SUBMIT'TED BY: NAME:
COMPANY: '� �. C� ��c� c�. r, c�,x �.Z
�
TITLE:
SIGNATURE OF PERSON RECEIVING: } �i, .,,r, , ,r-, � 1.� _. �!� �
4 �
D-23 Sanitan� Sewer Sen-ices
Anv reconne�tion, relocation, replacement, or ne��• sanitary sewer services sha11 be required as
show�n on the plar:s, and%or as described in these Special Contract Documents in addition to those
located in the fizid and identified by the EnQineer 2s acti��e se��er taps. The sen�ice connections
shail be consLructed by the Contractor utilizi�a star�dard factory manufacrured tees. Factort•
manufactured saddle tags may be used, but onl� as directed bv the En�ineer. The decision to use
saddle taps as opposed to te�s shall be made on a case by case basis. The Contractor snall be
responsible for coordinatin� the schedulina of tappina cre��s ��ith buildinQ owners and the EnQineer
in order that the ��-ork be performed in an e�peditious manner. a minimum of 24 hours advance
notice shall be Riven when taps w�ll be required. Severed service connections shall be maintained
as specified in section C6-6.15.
l. SEVIiR SERVICE RECO?�?�+TECTION: When sewer sen�ice reconnection is called for the
Contractor shall verticall� adjust the existina sewer sen•ice Iine as required for reconnection and
fitrnish a new� tap. The firtinRs used for ��ertical adjustment shall consist of a maximul�n ber,d of 4�
deQrees. The tap shall be located so as to line up �vith the sen�ice line and avoid anv horizontal
adjustment. All sanitary sewer service lines shall be replaced to the propem line or easement, to
the back of curb in streets, or as directed by the En�ineer. Procedures listed below for Se��er
Service Replacement shall be adhered to for the installation of any sewer sen•ice line includina the
incidental four (=�) feet of service line ���hich is included in the price bid for Sanztary Sewer Taps.
Pavment for w�ork such as backfill, saddles, tees, fittings, incidental four (4) feet of ser��ice line a��d
all other associated appurtenances rzquired shall be included in the price for Sanitan- Se���er Taps.
?. SE`�"ER SERVICE REPLACEI��LEtiT: All buildinR se�er sen-ices encountered durin�
construction shall be adjusted and/or replaced by the Contractor as directed by the En�ineer as
required for there connection of the sewer service line. If the sewer sen�ice line is in such condition
of adjusunent necessitates the replacement of the sew�er sen�ice line, all work shall be performed bv
a licensed plumber. The lens-th of the replacement shall be determined by the Enaineer. :'111 se�i�er
serti�ices shall be installed at a minimum of ri�•o (?) percent slope or as approved b�� the En<Tineer.
Connection to the e�istina se�•er service line shall be made �yZth appropriate adapter fir�ina. The
fittina shall be a urzthane or neoprene couplin� A.S.T.M. C-42� ���ith series 300 stainless steel
compression s�aps.
Pavment for w�ork and materials such as backfill, pipe, fittinas, and all other associated u-ork for
service replacements in excess of four (�) linear feet shall be included in the linear foot price bid for
sanitary sewer service line. Pavment for all work and mater,aI involvina the `'tap" shail be included
in the price bid for sanitary sewer service taps.
D-9
D-24 �tiater Sen�ces:
Th� relocation, replac�ment, or reconnection of ���ater sen�ices will be required as shown on the
plans, and or as described in these Special Contract Documents in addition to t�'�ose locat�d in the
field and identified by the En�ineer
:�11 service's shall be constructed by the contractor utilizina approved factory manufactured tap
saddles (��hen required) and corporation stops, n�pe K copper w�ater tubin„ curb stops �ith lock
�-in�s, meter boxes, and if required approved manufactured s;.rvice branches. All materials used
shall be as specified in the Nlaterial Standards (E1-17 8:. E1-18) contained in the General Contract
Documents.
All w�ater ser��ices to be replaced shal] be installed at a minimum depth of �6 inches below final
prade. .
All existin� 3'4-inch water sen�ice lines which are to be replaced shall be replaced �-ith 1-inch
T�pe K copper, 1-inch diameter tap saddle when required, and 1-inch corporation.
All ser�-ices w�hich are to be replaced or relocated shall be installed �Zth the sen%ice main tap and
sen�ice line beina in line w�th the sen�ice meter unless otherw�ise directed by the En�ineer.
A minimum of ?4 hours advance notice shall be gi��en ��hen service interruption will be required as
specified in Section C�-�.1 � II�TERRUPTIO�i OF SERti7CE.
All water sen ice meters shall be removed, ta��ed, and collected by the contractor for pick-up by the
V�'ater Department for recondi�ioning or replacement. After installation of the water service in the
proposed loeation and receipt of a meter from the project inspector the contraetor shall install the
meter. The meter box shall be reset as necessary to be flush with existinQ Uround or as other�ise
directed b�� the EnQineer. All such work on the outlet side of the service meter shall be performed
bv a licensed plumber.
1. `�'ATER SERVICE REPLACEI��NTS: Va'ater service replacement or relocation is required
when the existin� service is lead or is too shallo��� to avoid breakaae durintr street reconstruction.
The contractor shall replace the existina sen�ice line �-ith Type K copper from the main to the
meter, curb stop with lock ��in�s, and corporation stop.
Pa�•ment for all work and materials such as bacl:fill, fittinas, ri�pe Iti copper tubiny, curb stop ��zth
Iock w-�n�s, sen•ice line acljustment, and anv relocation of up to 1?-inches from center line eYistina
meter Iocation to center line proposed meter location shall be included in the Linear Foot price bid
for Copper Sen�ice Line from 1vlain to five (�) feet behind I�leter. Any vertical adjustment of
customer sen�ice line �ithin the � foot area sha11 be subsidiary to the service installation.
Pa�-ment for all work and materials such as tap saddle (if requiredl, corporation stops, and fittinas
shall be included in the price bid for Service Taps to Main.
D-10
2. �'ATER SERVICE RECOi���ECTION: Water sen�ice reconnection is required w-hen the
e�istinQ service is copper and at adequat� depth to avoid breaka�e durina s�reet reconstruction. the
contractor shall adjust the e�istin� water se;vice line as required for reconnection and furnish a ne��
tap ��zth corporation stop. The con�-actor w�ll be paid for one (1) Ser��ice Tap to Main for each
service recor.nected plus for anv copper se�•ice line used in e�cess of fi��e (�) feet from I�1ai.-? to
five ��) feet behind t�'�e Ivleter.
3. V�'�TER SERVICE METER .4.��D METER BOX RELOCP.TIO?�S: V�hen the replacem�nt
and relocation of a«�ater service and meter box is required a�-�d the location of the meter and meter
bo�c is moved more than tu-•et�•e (1?) inches, as me�ured from the centei line of e�istina meter to
center line of the proposed meter location separate payment w�Il be allowed for the relocation of
service meter and meter box relocation.
W�hen relocation of sen�ice meter and meter box is required pa��ment for all work and materials
such as backfill, fittinQs, five (�) fe�t of tti�pe 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 sen�ice
meter relocation. �.I1 other costs wzll be included in other appropriate bid item(s).
This item w-ill also be used to pay for all service meter and meter boti relocations as required b�� the
En�ineer «hen the sen�ice line is not being replaced. Adjustment of only the meter boY and
customer service line «,Zthin 5 feet distance behind the meter w�ll not justifti� separate pa�•ment at
any time. Locations �i�ith multiple service branches ��ill be paid for as one service meter and meter
box relocation.
4. NEW SER�'ICE: VJhen new• services are required the contractor shall install tap saddle (�-hen
required), corporation stop, T��pe K copper service line, �tu�b stop w-iih lo�k ��inas, and meter box.
Pavment for all worl: materials such as bacicfill, fittings, n-pe K copper tubinQ, and curb stop �zth
lock win,s shall be included in the Linear Foot price bid for Sen�ice Line from �1ain to :��leter Ti��e
(�) feet behind the meter.
Pavment for all �vork and materials such as tap saddle, corporation stops, and fittinas shall be
included in the price bid for Service Taps to I�lains.
Pa�•ment for all ��ork and rnaterials such as furnishinQ and settin� new meter box shall be included
in the price bid for furnish and set meter box.
�. MULTIPLE SERVICE BR�IvCHES: W-hen multiple service branches are required the
contractor shall fur�ish appro�ed factor�� manufacrared branches.
Pavment for muitiple sen�ice branches ��-ill include furnishina an� inst�llina the multiple se��ic�
branch only and all other cost wzll be included in other appropriate bid item(s).
D-11
6. MULTIPLE STREET SER�"ICE LI?��ES TO SI?vGLE SERVICE I��TER: Anv multiple
sen�ice lines ��zth taps servicin� a sintrle service meter encountered durinQ construction shall be
replaced ���th one service line that is applicable for the size of the e�istinQ sezvice meter and
approved by the Enaineer.
Pa�ment �hall be made at the unit bid price in the appropriate bid item(s).
D-?� Remo��al, Sah•a�e, and Abandonment of E�isfinQ Facilities:
.Anv removal, salz•aaina and/or abandonment of existina facilities will necessarilv be required as
sho�n on the plans, and�'or described in these Special Contract Documents in addition to those
located in the field and identified by the Encineer. Tlus work shall be done in accordance «zth
Section E?-1 S Salva�ina of Material and E?-?7 Removina Pipe, of the General Contract
Documents and Specifications unless amended or superseded b�� requirements of this Special
Condition.
1. S:�LVAGE OF EXISTING WATER METER A?�D METER BOX: ExistinQ ��ater meter and
meter bor shall be removed and retumed to the Water Department ���arehouse b�- the contractor in
accordance with Section E2-1.� sal�•a�ina of materials. Bacltfill material for the void meter bo�
shall be suitable excavated material approved by the EnQineer. Surface restoration shall be
compatible u-ith existinQ surroundin� surface and �rade. If �;�ater main is to remain active, the
contractor will be required to plua �ti-ater sen�ice line at main.
2. SALVAGE OF E�ISTI�'G w'ATER NIETER ��iD C0�ICRETE VAULT LID:
ExistinQ ��ater meter and concrete vault lid shall be removed and returned to the Water Depam�ent
warehouse by the contractor in accorda.nce w-ith Section E?-1.5 sal��aain� of materials. The
concrete vault shall be demolished in place to a point not less than 18-inches below fin�l arade.
The concrete �•ault shall then be backf`illed and compacted in accordance w7th backfill method as
specified in Section E?-?.9 Back.fill. Backfill material shall be suitable excavated material
appro��ed by the En�ineer. Surface restoration shall be compatible wzth e�istina surroundina
surface and �rade. �
3. SALV.aGE OF E�STTI�'G FIRE HYDR4.�iTS: E�istina fire hvdrants shall be removed and
ren.uned to the «"ater Department warehouse by the contractor in accordance wzth Section E2-l.�
Salvaaina of Materials. The void area shall be backfilled and compacted in accordance titizth
backfill merhod as specified in Section E?-2.9 Backfill. Backfill material shall be suitable
exca�-ated material approved by the Enaineer. Surface restoration shall be compatible w�th existina
surroundin� surface and �rade.
D-1?
4. SAL,VAGE OF E�STI?vG GaTE VALVE: Existina �ate valve and valve box and lid shall be
removed and returned to the ��v'ater Depastment ���arehouse by the contractor in accordance ��ith
Section E2-1.� Sal��a�ina of I��laterials. The void area caused bv the Valve remo�-al shall 'b�
bacicfilled and compacted in accorc��ce w7th backfill method as spe�iiied in Section E�'-`'.9
Bacltfill. Bacicfill mater;al shall be suitable excavated material approved by the En�ineer. Surface
restoration sha11 be compatible w�th exastina surrounding surface and r-rade. If t�'�e ��al��e is in a
concrete ��ault the ��ault shall be demolished in place to a point no less than I 8" below final arad;..
�. ABA.�IDONIvfENT OF Ek�STItiG G:�TE �%�I.VE: Existin� aate ��alve and box lid shall be
abandoned bv first closina the ��al��e to the fullv closed position and demolishinQ the v�Ive box in
place to a point not less than 18-inches below final Prade. Concrete shall then be used as bacl:f�ill
material to match e�istin� Rrade.
6. AB:�NDOI�i�fENT OF EXISTI.NG VAUI..TS: Vaults to be demolished in place shall ha��e the
top slab and lid removed and vault �valls demolished to a point not less than 18" below� fir.al Qrade.
The void area caused shail then be backfilled and compacted in accordance w7th bacl:fill method as
specified in Section E?-?.9 Bacicfill. Backfill material sha11 be suitable excavateci material
approved by the En�ineer. Surface restoration shall be compatible ���th the existin� surroundin�
surface and �-rade.
7. ABA.�IDO�1i�1ENT OF �L�.NHOLES: Manholes to be demolished in place shall have all pipes
enterinQ or esistin� the structure plu�aed �ith lean concrete. Nlanholes tops or cone section shall
be removed to the top of the f�sll barrel diameter s�ction or to point not Iess than 18-ir.ches belo�;�
final erade. The structure shall then be backfilled and compacted in accordance �t�tr. bac�ill
method as specified in Section E?-?.9 Backfill. Backfill material ma� be either clean w�ashed sand
of clean, suitable exca��ated material approved by En�ineer. Surface restoration shall be coml,aTible
wlth surrounding surface. Pavment for work involved in backfillina, pluoairta of pipe and alI other
appurtenant required, shall be included in t�le appropriate bid items).
8. REMOV:4L, OF I�-L�.�iHOLES: Nlanholes to be removed shall ha��e all pipes enterina and
e�tin� the suucture disconnected. The complete man.hole includinQ, top or Cone Section, all fuil
barrel diameter section and base section shall be removed. The excavation shall then be hacicfilled
and compacted in accordance ��ith backfill method as specif ed in Section E2-?.9 Back�ill. Bac�:fill
material mav be with Type C Bacicfill or T�pe B Backfill as approved b�- the Enaineer. Surface
restoration shall be compatible ���th surroundina surface. �
9. CliTTING :�iv"D PLt1GGI�iG OF Ek7STI?vG NLANS: At various locatior.s on this project it
may be required to cut, plu� and block existin� w�ater mains/sen•ices or sanit�� se�.; er
mains�'services in order to ab�don these lines. Cuttin� and plu��ina existin� mains ana or sen ices
shall be considered incidental and all eosts incurred �iill be considered to be inciuded in the linear
foot price of the pipe, unless separate trenchina is required.
D-13
10. REv10VAI, OF EYISTNG PIPE: w"here removal of the existin� pipe is required. It shall be
the Contractor's responsibility to properly dispose of all removed pipe. Al] removed vaives, fire
hvdrants, and meter boxes shall be delivered to Wat�r Deparrment Field Operations, Storaae Yard.
11. PA��fENT: Payment for work and mate�ial im�olved in salvaain�, abandoninQ and/or
removinQ e�istina tacilities shall be included in the linear foot bid price of the pipe except as
follows: Separate payment ��ll be made for removal of all Fire Hydrants, Gate Valves 16-inch and
larQer, and Sanitan- Se�ver Manholes reRardless of location. Pa�•ment �zIl be made for sal��a�ina,
abandonina and/or removing of all other e�istina facilities when said facility is not beina replaced
in the same trench, i.e., when removal requires a separate tre�china operation.
D-?6 Valve Blocl;in�:
All �•alves shall have concrete blockintr for support. Valves shall have polyethylene ��rappina per
Material Specification E1-13 and Construction Specification E?-13 installed prior to concrete
blockir�a. No separate pavment �uill be made for any of the work involved for this item and al1 cost
incurred w-ill be considered to be included in the bid price of the valve.
D-27 Ductile-iron and Grav-Iron Fittinas:
Reference Part E? Construction Specifications, Section E?-7 Installina Cast Iron Pipe, FittinRs, and
Specials, Sub section E2-7.11 Cast Iron Fittin�s: the Para�raph shall be revised to read as follows:
E?-i.l l DliCTILE-IRON 4�1D GR�Y-IRON FITTItiGS: All ductile-iron and g-rav-iron fittinas
shaIl be fumished with cement mortar luun� as stated in Section E1-7. The price bid per ton of
fittinas shall be payment in full for all fittinQs, joint accessories, polyerhylene wTappina, horizontal
concrete blockina, vertical tie-dow�n concrete blockina, an� concrete cradle necessary for
cons�uction as desi�ned.
All ductile-iron and aray-iron fittinas, valves and specials shall be �Tapped ��--ith pol�•eth��lene
wTapping conformin; to Material Specification E1-13 and Construction Specification E?-li.
Wzappina shali precede horizontal concrete blockinQ, vertical tie-dow�n concrete blockina, and
concrete cradle. Pa��rrient for the pol�eth��lene wrappina, horizontal concrete blockin�, vertical tie-
down concrete blockina, and concrete cradle shall be includeci in bid items for valves and fittinas
and no other pa��ment w711 be allo�ved.
D-1�
D-32 1�Iinoi-i�ty/Women Business Enterprise Compliance:
Reference Part C(General Conditions), Section C3-3.2 Entitled "1�IINORITY BliSINESS
E�iTERPRISE/VVOMEN-OWNED BUSINESS EtiTERPRISE COI�fPLI.�'�CE" shall deleted in
this its entirely and replaced w7th the follo�vin�:
tipon request. Contractor a�rees to provide to Owner complete and accurate information regarding
actual work performed by a i�linority Business Enterprise (�iBE) and/or a Women Business
Enterprise (WBE) on the contract and payment therefore. Contractor further a�rees to permit an
audit and/or examination of any books, records or files in its possession that �vill substantiate the
actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a
nealigent misrepresentation) and/or the commission of fraud by the Contractor w�ll be grounds for
ternunation of the contract and/or initiating action under appropriate federal, state, or local la���s and
ordinances relatina to false statements; further, any such misrepresentation (other than 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.
D-33 Val��e 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 closinQ valves in other lines and puttint7
consumers our 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 w-ith the en�ineer in charae of
inspection. All consumers shall be individually advised prior to the shut out and advised of the
approYimate len�th of time they may be without service.
Payment for work such as backfill, beddin�, fittin�s, blockina and alI other associated appurtenants
required, shall be included in the price of the appropriate bid items.
D-3� Connection of ExistinQ l�Iains:
TYie Contractor shall determine the exact location, elevation, confiauration and angulation of
existina water or sanitary se�ver lines prior to manufacturin� of the connectin= piece. Any
differences in locations, elevation, confiauration, and or anaulation of existinQ linzs be���een t�le
contract drawin�s and what mav be encountered in the said work shall be considered as incidental
to cons�-uction� ��1�ere it is required to shut dow-n e�cisting mains in order to mal:e proposed
connections, such do�vn time sha11 be coordinated with the EnQineer, and all eiforts shall be made
to keep this do��n time to a minimum. In case of shuttin� do��n an existinQ main, the Contractor
shali notih�� �1r. Joseph Gaaliardi, �fana�er, Construction Servic�s, Phone 871-7813, at least
�8-hours prior to the required shut down time.
D-1 �
The Contractor's attention is directed to Paraaraph C5-S.1� INTERRUPTION OF SERVICE, Pa,e
C�-5(�), PART C- GENER.=�L CONDITIONS OF THE WATER DEPARTMENT GENERAL
CONTRACT DOCUMENTS A.�TD GEN�ERAL SPECIFICATIONS. The Con�actor shall notify
the customer both personally an in w-riting as to the location, time, and schedule of the service
intezniptzon.
The cost of removina any existing concrete blockina 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.
D-37 Del�oles (1�Iisc. Est.):
The Contractor excavates for existina water and/or sanitary sewer main as detailed by work order
together �v7th a sketch. The location and dimensions shown on the plans relative to other existina
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 Iocation of,
existing underground utilities. It shall be the Contractor's responsibilitv te� veriiy locations of
adjacent and/or conflictin� utilities sufficientiv in advance of construction in order that he may
neQotiate such local adjustments as necessary in the dehole process to provide adequate clearances.
The Contractor shall take all necessary precautions in order to protect all services encountered.
Any dama�es to utilities resultin� from the Contractor's operations, shall be restored at his expense.
Pa�ment for �vork such as backfill and other associated appurtenants required, shall be inciuded in
the price of the appropriate bid item.
D-38 Easement and Permits:
Easements and permits, both temporary- and permanent, have been secured for this project at this
time and made a paz � thereto. Any easement and/or permits, bot�� temporary and permanent, that
have not been obtained by the time of publication shall be secured beFore construction st�rts. No
work is to be done in areas requirina easements and/or permits until the necessary easements are
obtained. The Contractor's attention is directed to the easement description and permit
requirements, as contained herein, alon� with any special conditions that may have been imposed
on these easements and permits.
Where the pipeline crosses privately o�vned property, the easements and construction areas are
shown on the plans. The easements shall be cleaned up after use and restored to their oriainal
conditions or better. In the even additional ���ork room or access is required by the Contractor, it
shall be the Contractor's responsibility to obtain written permission from the property o��ners
involved for the use or additional propertti� required. No additzonal payment w�ll be allowed for this
item. �
D-16
D--�0 Construction Limitations:
The Contractor shall have no more than three (3) locations under construction at any one time,
unless approval by the Engineer has been granted in wTiting.
D-�1 Concrete E�casement:
Conerete. encasement shall be Class E(1 �00 psi) concrete and for sewer line encasements shall
conform to Fia. 113; for water line encasements it shall conform to Fia. 20 of the General Contract
Documents. Requirements for such encasement are specified in Section E1-20 and E2-?0 of the
General Contact Documents.
Payment for work such as formina, placin�, and finishing including all labor, tools, equipment and
material necessan�• to complete the work shall be included in the linear foot price bid for Concrete
Encasement.
D-�2 Connecdon to Esistina Structures:
All connectzons beR��een proposed and existing facilities, sha11 consist of a �vaterti�l.Zt seal.
Concrete used in the connection shall be Class A(3000 psi) concrete and meet the requirements of
Section E1-?0 and E2-20 of the General Contract Documents. Prior to concrete placement, a
Qasket, R�tif-Nek or approved equal shall be installed around penetrating pipe.
Payment for such work as connectin� to e�isting facilities includina all labor, tools, equipment, and
material necessary to complete the �vork shall be included in the linear foot pri�e of the appropriate
pipe BID ITEM.
D-�3 Bid Alternad��es:
The Proposal section of this documents is arranQed to allo�v the Contractor to base his bzd on either
ductile iron pipe or poiwinyl chloride plastic pipe. Contractor shall indicate t��pe of pipe to be
used. However re2ardless of the �eneral type pipe specified by the Contractor at certain locations a
specific ty�pe pipe has been specified on the plans. All cost for this shall be considered as subsidiar��
and no additional compensation ���ill be allowed.
D-17
D-4�t Pressure Cleanin� and Tes₹inQ (l�lisc. Est.):
Care shall be taken to keep all water extensions clean and free from foreiQn objects. Chlorinated
lime shall be placed in the first joint of pipe of the e�tension and upon completion of the pipe
layina, water shall be introduced slo�vly for sterilization, after which the eYtension shall be
thoroughiy flushed with clean water. Risers shall be installed, as directed by the En�ineer, for
flushing and for providing sample points for bacteria tests. y
The water main extensions of the project shall be tested under normal line pressure and any leaks
observed shall be immediately repaired.
D--�� Site Preparation:
The Contractor shall clear ri�ht-of-�vay or easements of obstruction which must be removed to
make possible proper prosecution of the work as part of this project construction operations. The
contractor's attention is directed to paraaraph C6-6.10 �vork w�thin easements, page C6-6(4), part
G General Conditions of the Water Department General Contract Document and General
Specifications.
Clearin� and restoration shall be considered as incidental to construction and all costs incurred will
be considered to be included in the Linear Foot price of the price.
D-�7 Bid Quanti#ies �Iisc. Ext.):
Bid quantities of the various items in the Proposal are for bid comparison onlv and may not reflect
the actual quantities (See General Conditions C2-?.2 and C4-4.3). IVloreover there is to be no limit
on the variations between the estimated quankities shown and actual quantities performed.
D-18
D-�#8 Determination and Iniriation of ��'or3� (�Iisc. E�-t.l:
Tne Ea�-�e�r shall de;e�e �d cesi�at� to the Contrrctcr t�e loca�on of the servie�
�ain reat:ir:nQ etit��.sicn b�� a Rior�{ Order toQether wz�h a sk�xh for eacn suc� e:�easion,
�vina t�e 1?mits, siz� and t�e na;�:r� oi w'or'_�c re�uired. Sina?e or seve�I w�or'.{ orde� ma�;
�e is�:e� at one time. ine Con�ctor s��?1 ir,icate wors on an ereasion w� �hin 5
wor'_�� �vs a��e: rec�ipt oi �e wort order, a�.d conunne wor� on the ereasion until it
hzs be�a comDle;ed, not incluciaa �2�7IlQ. II L11Z LLl?lIl e`Cl2LS10Il wor� Ioad incre�.ses in
volu=ae wLe.ei,� the Coa�.c�or has �ore than 10 w-or�n� c2ys w�or�C on ha �,�, he w-ill be
r�a�..Te�' to add the ne��ss� � w'or'.{ c.-ews to retiuc� the w�or'.t Ioad to a��YimLm oI 10
wor'_�� �vs.
tiL"at�: ma�a es:e�sioLs suaL be l:.ic a mir,ir^u� ef 4 fe�t be'o�� t�e teo o; the ac�iacent
c�� �, to the top of �z pi�e.
D--�9 Life of Contract (tilisc. Ezt.l:
It is c�nt��ala.e� �2t �v"or:� Or�e._ w�?? �e issue�' to t�e Cor_�:zctor fer w�or'_c to be
�z-;cr_^ec �rr�e: t��ss CoL��c� =cr � et to e.��e�� I80 cale^c;� cays �olio��:.::� -�e dat� cr
t.e �e���c: nor to eYc�e� tw:e li�i: ei t�e bic price. �tii�icze��er sLot:lc oceL:r �.zs�. T�e
Conc:.c:er s�+�11 �e re :�-�� to coc_�l�te �.r�� w�or:c covere::� b�• a �v'or:t Or�er iss`e� pr_c�r
�o t�at c` te oi te:�2ron bLt w:L� �ot �e rect:i:z� to acce�� a..�� w-er� oree: for e��cLro�
�t�c �.�e: t��t c�te e` ��-�ina�on. I� t:�e cost of the wori pe:lor�e� t:.cce: �Iiis Con�ct
is Iess t�� the li.�L� of t �e bi� rr�c� at tne e�d of the 1$0 c�?eacar dav pe�od, at the
CirY's oplion ana the Ccn�ctors c�ncur_e�ce, t�.e Projec� ci�v be e.�eaced to the iim;t
oz t:�.e bic ��r�ce.
D-�0 Concrete Ri�r�D:
1 C��R.�.L: ine fellcw�rs su�I �ove.:� tre funis�a aua piac�� of c�nc:e:e r.�r�p
2s sLcwu cr. t�e pia.r.� o� � c.�-e�.e� ��- the En��e�:.
?�,r a � ��r � T c: Cenc...:� ���r �:�ra� s�� �e �Iac��? � ac�or�c� w-:-� u7e details a�d to
�z �:z^.s:or� sucwn cn tLe �,i�s cr �s es;.abi:s�z� bv t�e �n�re�:. t�ess o�e: W;sz
s�cw� er. �� pla.r..s, ce�c.e:� �:�ra^ s��? �e r�•:�orc�� us�� w�:.�e ar �z r�:��rc��.e�t
i ce c�Lc;ete sL�:'_ �z � GCC ��I at =3 c: ;� �. Cl�s �.
u��: ;�:�=�rc��e�t sLait �e sLY (�; c�� s�Y (cj irca'tie. 6�:i� e�ec;�c ti�e'.Ce� re:nfor�ii�
�� ' P� �, � �� •,—, = ' -, ; , �' -, � �r a,�� " �
i� ;:c cr �� L:�.. .���-M� I�� c� sL� (5) i�.c�..e u�1I �e L�� _�Lc�s. At t�:..
e��e ��� t�.z :�� �� �e w�r� :�cr_c s��._l nct Ce l�ss �n ene (i) i�c�, �c �.ere thaa t:�:e�
(=) inc�es Lo� L�e e�'_e oi L:e c�Lc:e:� �..�� su�.il �z,ae no �Y�� �roj�..--? �evenc Lz 1���
D-19
�ember p�allei to t�e ed`e oi we cor_crete
R�in.for�meat s'r�.11 be sugpored properl� throe�out the plac��eat zo �a.�atain its
posirion eq�ciis'�ce �or� the top and bottom s;irace of the slab.
T tne slopes and bot�ora o� the trench for toe walls are � � and not co�oli�te� properly,
the Ea�n.eer mav require the ea�e �z�3 to be s�rinke;'., or s,�r�kled and consolid.ated
before tne concrete is placed. All s•�aces sh�11 be noist whea conc:etz is place-�.
A��e: t:ne concrete has be�n place� comcac��d, anC silaped to conf'or�n to tiie e�easions
s�ow� on the plans, and a:ser it has s�t sut�ciently to avoia slunoin4, tae suriac� shall be
�nis�e3 w�tn a wooden fioat to secure a re�sonably snooth surac�.
�. P���L�+�'I': Pa���nent for concr�te ri�ra� in plac� saa11 be m�ce at the t:nit prc� bid in
t�e P=oposal mulripLed by the q��nLry of �ater:al use�. Bid price w�:ll �e full
co��e^sation for placir.� �?? r�ate:: �s, anc for a?1 labor, tools, e�ui�nent, a�c i.nci�eu�s
ne�essar;J to conplete thz wor:t.
Pa;��eyt for all ne�ess�:r� e.csvaron b�?e -z- �a:�rr�l �o�C, a�c bot'o� or sic�ce ol L�e
eYc��•atec c��-�el w-ill be i�c:uce� ir t�`�e bic� pn_c�.
D-�1 Cooc:-ete and �cc�ssories:
l. SCOPE: T'ne r�a����eat� o� �s Se��en sL2'.i �ove.0 for �1 nate���s �e� ��c for
T�� SO �rP, �1�CI��, �Z351::�?. FrOl�CfOIIlIlQ, �.. G1 II'iLY:Il? OI COZ17�ir�1?`? SuCil I_u"�2�:.?IS
ia pracLcin� concre�e for s, ec:al ��neles and inciceat:l pie: cons��crion.
:�?1 otner co�cre;� consrac�on sh�l �e �ove^e� bv t�e Geae:~,�1 Contact Dec�,rneat
Speci�catens. P.11 nate:ia?s s'��11 be in accor�:�ce w-it�� re�ui:e.Len�s ot ACI �01, uniess
�.�e^ce� or s��e.se.^.�'� L'�ti� I��ui.:e�e�Ts of follo�i�:�Q a��cles er �eae ri notes on �e
Pl�. --- 4 -
Co�r.ete sLall ce com�es�� c� nor�: � Per�a�c c��eat or h:� er..T_� s�ea�-� c�;-�e�t,
ce�..r� aQ�e`ate, fi�e a�Ye_�t�, �C w�a:�- pro�o�sene� an� u?:ce� � he:e�.��e:
pr��Zce� in these s, ec�ca�o�.
Gv �e� not s�ec•:�.crilv saow3 on t_:e pi�s or s,���c in t:�e Sy e�:� Conlac� Dcc;:,ye�ts,
a?1 ce�c.ece s;,��l 'ce �OOQ ps: Tt• �e L�, �^ ess ot�e^�:s� c�ec�e� b� t�e En�e�:.
nC.''.�L�.� PiP.."..t��� CL �}Ti'�.L.'Si_ ��::C�."..�� C��C:.'.:.'. ��;+ GC' � C' �.'L=�.''..., CL'� Q�:i W?� �u�'=i G'���
,
2��L�V?1.
?. iL� i�C� � CLtiCti�. a1? te��� su� ce cece b� 2^ ���r���� te��, laccr�.cr�
seie���:� and p�c b�- tiz Cont-3.c�er. T'�.re� (: )c-��cz_ ����izs s�c�c �e re-�c,�.e� at
e�ca ?0-�-�a inte:'�a: o co�c.�t� t'�at is plac��.
D-? 0
�. CEtiIE�T (.ACI 301 ?.1): Only one brand of c�ment shall be used in anv one s�ucrure,
e�cept by written per�nission of the Enaineer. a nen such permission is �anted and more
than one bra.nd is used in one s�ucrure, the resul�ina eoncrete sha?1 be uni=orm in color. -
Portland ce�ent shall me�t L�:e req� e�ents of AST=v1 C 1� 0, T�ve II wZT� a naYimum of
�% tricalcuim aluminate for exposure to sew�e. All cement shall be sa�pled and tested _
in accordance with ASTI�1 C 183, C 18-�, C 187, C 188, C 190, and C 191, "Samplina and
Testina Portland Cement".
4. WATER (ACI 301 ?.3): The ��•ater used in all concrete shall be �re� from objec�ionable
quantities of silt, or�anic matter, a1l:ali, salts, and other imFurities.
�. CO�RSE AGGREGATE (.ACI 301 2.4): Coarse ago-re�ate shall consist of �avel or
crushed stone me�ting the requirements of ASTl�1 C�3. w`hen tested bv AS�1 C131
procedt:res, coarse a��eEate s�all have a percentaae of wear of not more than fom� (40).
Coarse agare�ate for Class F concrete shall have a minim�n of fiiry (�0°'0) percent
calciLm carbonate equivalent.
6. FI��E AGGP.EGATE (ACI 301 ?.4): Fine aac-reQate shall consist of natural sand,
manuiactured sand, or a combination thereof conforniing to AST�1 C-33.
Whe� tested in accordance with ASTti140, "Test of Oraanic Impu.rities in Sands for
Conc:ete", the fine aa�reoate shail not show a color darker than the stan��d color.
uhen the fine aa�eQate, to be used on the job, is mixed with Hign Early Stren�t.h
Portland Cement in the proportion of one to thre�, the averaQe te^sile s�enath of not Iess
than three standard mortar briquets shall be equaJ. to or areater than the teasile srrenath of
Ottawa sand morrar br�quets of the samz consistency when tested at the aae or three days.
7. AD�fI_XTURES (ACI 301 ?.?): A. General: Unless specifie�, no admi.�es mav be
used without specinc approval of the En�ineer. Admixtures con-�nins more than 1%
chloride ions mlav not be used.
B. Air Fnrraining Aaent: Conform to ASTNI C260. Add air entrair�ina aQent as indicated
in ACI �01, Table 3.�.1.
C. W ater ReducL�Q Ad..�.ixtures: Confor.7 to AST�1 C�94, Type �; Euclid Chem.ical Co.
Eucon ovR-7�, �Saster Buil�e.s Po�olith 200I�, Protes PDA or aDprove� eaual. (At
Contractor`s option, water reducin� adrniYtUre mav be used to reduce cemeat conteat and
;mprc,ve workability.) Use accordinQ te manufacrurer's recommeadations.
D. Hiah R�nQe water Reducin, Admi.�ure (SuDer Plasticizer): Conforn to ASTVI C494,
Ty�e F or Type G; Euclid Chemical Co. Euco n..�7, Sike Chemical Cor�. Sikar�eat or
approved equal.
D-21
8. STORACE OF CE�I��T (ACI 301 2.�): Unless otherwise prov�ided, a11 c�ment shall
be stored in well ventilated weatherproof builclinas wliich wzll protect the cement rrom
aampness. TIZe floor support�ing the c�meat shall clear the �ound a su�cieat distance to
prevent the absorption of moisture by the cement. Provisions for stora�e shall be ample in
capaciry, and the sh.igments shali be se�e�ated in such a manner zs to grovide e�sy
access �or identification and inspe�zion of each shipment.
The Enaine�: may pezrxut sm�?1 quantiries of cement to be stored in the opea for a short
period of time, (maximum 48 hours) if a raised storaae platiorm and adequate waterproof
coverin� are provided. No cet�ent sna11 be used which has become lumped, calced or
hardened.
9. STORAGE OF AGGREGATES(?�CI �01 2.�): The handlina and storaQe of a`�egate
to be used in malcina concrete shaIl be such as to prevent the admisture of forei�n
materials. If the a��reaates are stored on the �ound, the site of the stock piles shall be
orubbed, cleared of alI weeds, arass and other vegetation, and leveled off so that the
enrire area wzll be properly drained. The bottom layer of aaare�ate sha11 not be disturbed
or used.
V��ben the contract requires the use of rivo (2) or more sizes of aQ�eQates, the different
sizes shall be stored in such a manner as to prevent inte�ixina.
l�faterials in stock piles snall be handled and placed i.n such a manner that seoreaarion of
mate�ials wzthin the pile will be avoided, and each pile shail be built up in hor�zontal
layers of not more than three (� ) feet in depth.
10. CO?�'STRUCTION JOItiT BONDI?vG (ACI 301 6.1.4.1): Poh-vinvl acetate type
bondina compound. Euciid Chemical Co. Euco Vdeld, La.�sea VJelacrete or approved
equal. OrzLt 6.1.4.? and 6.1.4.3
11. ACCESSORIES FOR FOR�1S (.�CI :01, Chapter 4): A. Cone Ties: 11/16" diameter,
1" depth, plastic cone and neoprene waterstop rin� with suita.ble snap rie. B. Chamfer
Strips: 3/4" 4� de�ree job cut wood.
1?. STRUCTUR_AL, REPAiR NL4TERI.aI,S (ACI 301 9.4): Vvith prior approval of the
En�ineer as to methods a.nd procedures, make structural repairs w�ith Euclid Chemical Co.
Euco Epoxy 4�b, 400, 463 or Sika Chemical Corp. Culma Dur �Ior�.�r, Sikadur Hi-Niod
L.V. ,or Sil:adur Hi-I�1od or approved e�ual.
13. MUYL�IG OF CONCRETE: A. Cea�al Nlixing Plant: A central miYing plant will be
allowed provided the method of mi�cina and handli.ns has first been approve3 by the
Enaineer. and conerete produced is in confor.nity wzth the specification requirements.
Concrete:
D-22�
1. HaulinQ Time: DischarQe all concrete transmitted in a truck mix�r, asitator or other
�ansport.a.tion de�-ice �ithin 1-li? hours ��er the mi�nQ wat�: has beea added.
?. E�ctra Water: Deliver concrete to the job in exact quantities required by the desi� miY. .
Should e�ua wat_: be r��uzred before depositna the concrete, the Enai.�eer sha]I have
sole aut:�orzn• to zu�zoriz� tiie add.ition of w•ater. An� addition�l w�ater added to the mi.� -
afrer leavina the batch plant s��all be indicated on the truck ticket and si�ed by the �
person responsible. �Lhere e�a water is aCded to the concrete it shall be mixed �
thorougnly for 40 revolutions of the drum or 3-1/? m�nutes at mixinQ speed, whichever is
ereater.
B. Tra.nsit Mi�cina: `Zhen tra.^.sit mi�ina is used, the transit mi�er shall be or an approved
revolving drur�t or revolving blade type so cons�-ucted as to produce a thorou�hly mi�ed
concrete with a uniform dis�ibution of the materials throuQhout the mass and shall be
equipped w-ith a dischar�e mechanism which w-iil insure the dischar�in� of the n��ced
concrete w7thout se�-re�ation.
The mz.tier drum shall be water-tiQht when closed and shail be equipped with a l�ckina
device which w711 automaticall� prevent the dischar�ina of the mixer prior to receivina
the re�uirzd nu.moer of revolutions.
The entire quantiN OI II11YlIlQ water shall be accuratelv measured and controlled. Each
batch sha?1 be mi�ed to the consistenc�- as desc;ibed herein. .�iv additional mixin� sh�?1
be done at a slow� spe�d s�ecified by the rna.nt�.faczurer for aa:tation and shall be
continuous until rhe batch is disc�araed.
1�. CONSTRUCTIO�1 JOI�iTS: Consffuction joi.�ts shall be placed as show�n on the
plans unless orhe;wise s�ecificallv authorized b y the EnQineer. All const�:ction joint
shall be made on hun_zontal and ve: �zcal pianes and formed w-ith znortises or kevs made in
the concrete unless shown otherwise on the plans.
A. Construcuon Joint Bondina (.4CI �0� 6.1.4.1) Pol�-��invl Acetate t�pe bondinQ .
compounci. Euclid Chemical Co., Euco Weld, Larsen u'elacrete or approved equ�1 and
applied as recommended. Omit 6.1.4.1 and 6.1.4.3.
1 �. FOR�IS:
A. FOR�Iu�ORK (ACI �01, C�L4PTER 4) l. E�rth Cuts (.-�CI �01 4.1. �): Shall not be
used as Tonns for vertical surFaces unless approved b�� the En�ineer. ?. Char�fer Strips
{ACI �0? 4?.4): Inst�11 �� de�-e�s chanfer strps at e�posed outside corners.
B. FORti1 RE�1OV:�L (�CI 301 4.�)1. Fora� Removal: Reazove for�work su�porina
wei�ht of concrete onlv a.�e: noti#vinQ EnQine�: and in a manner to i.nsure safety of the
structure. Under normal conditions. Formworic nay be remove� whea concrete is at le :st
14 days old and has reac�ed 90 pe:cent of s�ecined s�en�-th. V+�-hen tempe:-ature is below
4� de?:ees F lesve formwark in plac� an additional period of the equalin� time s�ucture
D-23
w�as exposed to lo��er temperature. No live load permirted on new construction after form
removal until concrete is at least �8 days old and has reached full speciiied s�enath.
2. For�n Facins Mater�al Removal: Form facina material w•]�ch is remavable without
disturbing shores ma� be removed when concrete is at le :.st 7 days old. Facin� may be
removed earlier if speciSically appzoved by tne EnQine�r a.-�d acceptable curin� cor�pound
is applied to all su�-fac�s immeciiately after form removal.
C. RESHORLtiG (_�CI 301 4.6)ReshorinQ pe�itted only afzer prior review by EnQineer.
D. FOR'�1 REUSE Clean aIl form material suitable for reuse before erection. No torm
mate�ial wzll be acceptable for reuse if, i.n the opinion of the Enaineer it will not produce
a finished surface required by these Specifications or called zor on the draw�in�s.
16. PLACING CONCRETE (ACI 301): On vertical formwork, use approved bar chairs
or spacer as required to maintain proper conc;ete cover and bar position.
17. REPAIR OF SURFACE DEFECTS (ACI �09 9.1): Allow Enaineer to inspect
concrete suraces imr�zediately upon removal of rorms. Modify or replace concrete not
conforming to required lines, detail and elevations. Repair or replac� concrete not
properly placed resultin� in excessive hone�combin� and other defects. Do not patch,
repau or replace ehposed architectural finished concrete except upon express directions of
Enaine�r. Patcnin, of tie holes and defe�ts is requi�ed.
18. FOR:�IED SLRrACE FI�,ZSHED (ACI 301 10.4): Formed surr"ace fi�ished per ACI
�01 10.4.
19. CL�R.P.�G (ACI 301 1?.l): A. Imperviot:s CoatinQ: Applied specified curin�-
compounds immediately af�er final finishina of slabs. Apply in quantities recommended
by the manufacturer.
B. WZL COveRilg: CllI7Ila shall be continued for at least four curin� days after the
concrete is plac�d.
?0. NIISCELL.���EOUS F�,ZSH REQU`IRE�1EtiTS: All ou'�er concrete finish w°ork not
indicated on the plans shall be provided herein, even thouah not specifically mentioned,
as foilows:
1. Finishina E;cposed Surfac�s: All tie wires shall be cut below surface then pointed over.
All i.nperfections such as fins snall be remo��ed and local suriace de�ressions pointed
over.
? l. P��C i�NT FOR COIvCRET�: The concrete quantiries for the various strsctures will
be paid for at the lump sum for the construction of the special manhole and pie:s. Price
wZll be full compensation for fiinishing, haulinQ, and mi�in� all concrete materials;
D-24
placing, curina and fin�shin� aIi concr�te; aIl �outina and pointinQ; cost of concrete mi�
desio-n e�cept as provided in Special Con�act Documents; furnishin� and placina netal
fl�'tvnQ str.ps; and for all forms and formworx, labor, tools, equipm�nt, and incidentals
necessa.ry to complete the work.
D-52 Temnorar�- Pavement Repair:
The Contractor shall pro�-ide a tzmporary pavement repair im_mediately arter trench
bacl�ll and compaction �ina a minimum of ?-inch hot or cold mix asphalt over a
min;mum of 6 inches of compacted flex base. This temporary repair sha11 be rolled to
provide a smoot.h transition between the eYis�n� pavement and the temporary repair. The
un.it price bid under the appropriate bid item of we proposal shall cover all cost for
providina te�porary pavement repair for all s�e�ts cuts pro; to s�eet reconstrucuon.
D-�3 Intec-�retation and Preparation of Proposal:
Part C- Gene:al Conditions, Section C2-? ItiTERPRETaTION A.�,-D PREP:�R�TION
OF PROPOSaI.., Paae C?-? (=�) exchan�e para�raphs C?-?.7, C2-?.8 anci C2-?.9 w�th the
foilowin�:
� C2-?.7 DELIVERY OF PROPOSAI.: No proposal will be considered unless it is
delivered, accompanied b�� its propzr Bid Securiry, to th� Purchasin.� N1ana�er or his
re�resentative at the o�icial Iocation and stated time set fortn in the "Nouce to Bidders."
It is the Biddez's sole res�onsibility to deliver the proposal at the proper time to the proper
plac�. The mere fact that a proposal was dispatched w�ill not be considered. The Bidders
must have the propesal actually delivered. Each proposal shall be in a seaied envelope
plainly marked vvith the word "PROPOSAI.," and the name or description of the project
as desi�nated in the "�otice to Bidders." The en�•elope shail be addressed to the
Purchasina yfana�er, Ciry of Fort w'orth Pur�hasinQ Divi.s2on, P.O. Bo� 170?7, Fort
Wor�h, Te�as 76102.
C?-?.S wZT�IDRa�"I�G PROPOSALS: Proposals acraallv filed w-ith the Purchasi�za
�fana�er cannot be w-ithcirawn prior to the tirle set f01' Ope:lilla proposals. � request for
non-consideration of a propesal must be rnade in writin�, addressed to the Ciry ?�1anaQer,
and filea with him prior to the tirze set for the openin� of proposals. After all propesals
not requeste3 for non-consideration are opeaed and publicly read aloud, the proposals for
which non-consideration requesu have be�n properly filed may, at we oprion of the
Owne;, be re^sned unopened.
C?-?.9 TELEGR�PHIC MODIFICATION OF PROPOS �I.S: ��v bidder nay modify
his proposal by tele�aphic communicatzon at a.ny time prior to the time set for opening
proposals, provided such telearaphic communication is rec�ived b�� the Purchasi.r.�
Nlana�er pr�or to the said proposal openir.Q time, and provided fi:r�her, that the Citv
M�n�Qer is satisfied thar a w-rire:� and duly autheaticated confir.nat�on of such
tele�raphic communication over Lhe si�natuze of the bidde, was maile� prior to t�e
D-2�
proposal openina time. If such confirn�ation is not received v��ithin forry�-eight (=�8) hours after the
proposal openin� time, no further consideration v�-il1 be Qiven to the proposal.
D-�� Bonds (Citt� Let Pro,jects):
Reference Part C, General Conditions. dated November l, 1987; (Cin� let projects) mal:e the
followina revisions:
1. Pa. C�-3(3); the para�raph after paragraph C3-3.7d--Other Bonds should be revised to read: Ivo
sureri� «�ill be accepted b�- the O��ner which are at the time in default or delinquent on an}' bonds or
which are interested in anv liti�ation a�ainst the Ov�ner. All bonds shall be made on the forms
furnished b} the O�mer and the surery shall be acceptable to the Owner. In order for a sureri• to be
acceptable to the Ciry, (1) the n�une of the sureri� shall be included on the current U.S. Treasury List
of Acceptable Sureties [Circular 870], or (2) the suret}� must have capital and surplus Pq>>al to then
times the amount of the bond. The sureri� must be licensed to business in the state of Te�as. The
amount of the bond shall not e�ceed the amount sho�n on the Treasun• list or one-tenth (1!10) of
the total capital and surplus. If reinsurance is required, the company wTitin` the reinsurance must
be authorized, accredited, or trusted to do business in Texas.
2. Pg. C3-3(�), Para�raph C�-�.11 INSUR4.�10E deleted subparaaraph a. COMPE?��SATION
INSUR�,NCE.
3. Pg. C�- �(6), Para�raph C3-3.11 II�TSURANCE deleted subparagraph g. LOCAL AGENT FOR
INSUR4NCE A1�TD BONDING.
D-�6 Barricades, «'arnin�s and Fia�men:
Reference Part C- General Conditions, Section C6-6.8 B;4RRICADES, WARNI?�1GS A.'��D
WATCHMEN:
1. ��'here��er the word �'atchmen appears in this paragraph, it shail be chanaed to the word
fla�men. �
2. In the first para�raph, lines five (�) and sih (6), chan�e the phrase tal:e all such other
precautionary measures to take all reasonable necessary measures.
D-�7 Turbo I�leter With Vault and Bypass Installation:
All combination turbo meter installations will be per attached Fi�ure 33 unless otherw�ise directed
by the EnRineer.
D-? 6
The contractor shall use Bilco Type J-3 Nlodel 30'- x 36" Steel Sinale Leaf Doors or approved
equal unless the vault door is subject to vehicular traffic i.e.: in street, parkin, Iot, or driveway.
The appropriate size turbo meter w-ith strainer and check valve if required wiIl be iurnished to the
Contractor free of charoe; however, the Contractor will be required to pick up these items(s) at the
Field Operations Warehouse.
Payment for all �r�ork, materials, and all necessary appurtenances from bvpass tee to bvpass tee
which are required to provide a complete and functional Combination Turbo tileter Installation
complete ��ith Bypass and Concrete Vault shall be included in the price bid of each.
D-�8 Disposal of SpoiUFill Material:
Prior to the disposin� of any spoiUfill material, the contractor shall ad��ise the Dzrector of the
Department of En�ineerina, actin� as the City of Fart Worth's Flood Plain Administrator
(`Aciministrator'), of the location of all sites where the contractor intends to dispose of such
materials. Contractor shall not dispose of such material until the proposed sites have been
deternZined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City
of Fort `�'orth (Ordinance No. 1 1517). All disposal sites mist be approved by the Admuustrator to
ensure that fillinQ is not occtu-rina �vithin a tlood plain without a permit. A flood plain can be
issued upon approval of necessary en�ineerina studies. No fill oermit is required if disposal sites
are not ii� a tiood plain. Approval of the contractors disposal sites shall be evidenced by a letter
siQned by the Admulistrator statin� that the site is not in a known flood plain or by a Flood Plain
Fill Pe�nit authorizin� fill within the flood plain. Any eYpenses associated ��th obtainin� the fill
permit or a letter from the Administrator approving the disposal site, upon notification by the
Director of t�ie Department of Enaineerina, Contractor shall remove the spoiUfill material at its
expense and dispose of such materials in�accordance tivith the Ordinances of the City and this
section.
D-59 Temporan� Erosion, Sediment, and Water Pollution Control:
1 DESCRIPTION: Tlvs item shall consist of temporary soil erosion sediment and water pollution
control measures deemed necessarti• bv thz Engineer for the duration of the contract. These control
me�sures unlzss other���ise directed by the Engineer and t�zey shall not include meast�red taken bv
the CONTIZ�CTOR to control conditions created bv his construction operations. The temporary
measures shall include dikes, dams. berms, sediment basins, fiber mats, jute nettina, tempurar�
seedin�, stra�i� mulch, asphalt mulch, plastic liners, rubhle Iiners, baled-ha�� retards, dikes, stope
drains and other devices.
D-?7
2. CONSTRUCTION REQLTIREMENTS: The Engineer has the authority to define erodible earth
and the authoritv to limit the surface area of erodible-earth material eYposed by preparing right-of-
way, cle3.rina and grubbin�, the surface area of erodible-earth material e�cposed by excavation,
borrow and to direct the CONTR4CTOR to provide temporary pollution-control measures to
prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of �vater
impoundment. Such �vork mav involve the construction of ternporary berms, dzkes, 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 dzat may develop during construction prior to
installation of permanent pollution-controt features, but are not associated with pemnanent control
features on the project.
The Engineer �vill 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 keepin� the finish
gradinQ, mulchina, seeding, and other such permanent pollution-control measures current in
accordance w-ith the acceptable schedule. Should seasonal conditions make such limitations
unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Enaineer.
The amount of surface area of erodible-earth material exposed at one time shall not exceed 750,000
square feet for each excavation operation, 7�0,000 square feet for each material source operation
(other than from commercially operated sources), 750,000 sc{uare feet for each preparing of right-
of-way operation or 750,Q00 square feet for each clearina and grubbing operation, unless otherwise
sho�vn on the plans or w�th prior approval by the EnQineer in w1-itina.
The CONTRACTOR shall also conform to the followin� practices and controls. All labor, tools,
equipment, and incidentals to complete the �vork will not be paid for dzrectly but shall be
considered as subsidiary work to the various items included in the contract.
(a) ��'aste or disposal areas and contruction roads shall be located and constructed in a manner that
will minimze the amount of sediment enterin� streams.
(b} Frequent fordin�s of live streams will not be permitted; therefore, temporary bridQes or other
structures shall be used wherever an appreciable number of stream crossin�s are necessary. Unless
othentilse approved in �ritinQ by the Enaineer, mechanized equipment shall not be operated in live
streams.
(cj 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 bamer to keep sediments from enterina a flotivin�
stream. Care shall be taken durina the construction and removal of such barriers to minimize the
muddvzna of a stream.
D-? 8
(d}. All waterways shall be cleared as soon as practicable of falsework, pilzna, debris or other
obstructions placed durin�, construction operations that are not a part of the finished tivork.
(e). The CONTRACTOR shall take sufficient precautions to prevent pollution of streams, lakes
and reservoirs w-ith fueIs, oils, bitumens, calcium chloride or other hamiful materials. He shall
conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and
reservoirs and to avoid intzrference wzth movement of mi�ratory fish.
3_ SUBNIITTALS: Prior to the start of the applicable construction, the CONTR�CTOR shall
submit for approval his schedules for accomplishment of soil-erosion-control work and his plan ta
ke�p the area of erodible-earth material to a minimum. He shal] also submit for acceptance his
proposed method of soil-erosion control on construction and haul roads and material sources and
his plan for disposal of waste materials. No work shall be started until the soii-erosion control
schedules and methods of operations have been reviewed and approved by the Enaineer.
�. �IEASURE�fE�1T OF PAY�IENT: All work materials and equipment necessary to provide
temporaru erosion control shalI be considered subsidiary to the contract and no e�tra pay �vill be
given for this tivork.
D-61 Hr-dro 1�Iulcla Seedin� and Soddina:
Anv soddinC7 or hy�dro mulchin� required will be done in accordance w7th Fort Worth Public Works
Department Standard Specifications Item 118 and 1?0.
If the opinion of the Enaineer, additional seedin� and/or soddina is required due to the Contractor's
constructio, this ��-ill be seeded and sodded at the e�cpense of the Contractor.
Pavment for work and all associated appurtenants required, shall be included in the appropriate bid
items(s)..
D-b2 Pavment (:l-Iisc. EYt.):
Because of the unique nature of this project, C8-8.5 PARTIAL ESTI�IATES AND RETAII�;AGE
of �the General Conditions shall not appl:✓ and shall be superseded by the fol lo�vina: (Please initial
ooth pa17es included in chanae).
`'�L'henever the improvements prescribed bv an individual Work Order have been completed, the
Contract shall nutify the En�Tine�r. The En�ineer or other appropriate official of the O��ner ��z11,
within reasonable time, perform the inspections. If such inspection reveals that the improvements
are in an acceptable condition and have been complete� in accrodance �vith the terms of t�ie
Contract Docur�ents and alI approved modifications thereof: the En�ineer ��Z11 recommend
acceptance of the e�tznsion under that particular �� or: Order and recommend payment therefore.
D-29
If the EnQineer finds that the work has not been completed as required, he shall so advise the
Con�actor in �vriting, furnishin� his an itemized list of all known items which have not been
completed or which are not in an acceptable condition. When the Contractor has corrected all such
items, he shall aaain notify the Enaineer that t}le improvements are ready for inspection, and the
EnQineer shall proceed as outlined above.
Whenever the improvements prescribed by the individual Work Order have been completed and all
requirements of the Contract Documents have been fulfilled on the part of the Contractor, an
estimate showina the value of the �vork will be prepared by the Engineer as soon as the necessary
measurements, computations, and checks can be made.
The amount of the estimate w-ill be gaid to the contractor after acceptance by the Water Department
Director, provided the Contractor has furnished to the Owner satisfactory• evidence of payment as
follow�s: Prior to submission of the estimate for payment, the Contract shall execute an affadavit, as
fiu-nished by the City, certifyina that all persons, firms, associations, corporations, or other
oraanizations furnishina labor and/or materials under ihat Work Order have been paid in full, that
the �,va�e scale established by the City Council in the City of Fort Worth has been paid, and that
there are no claims pendina for personal injury andlor property damaaes.
The acceptance by the Contractor of the individual payment as aforesaid shall operate and shall
release the O��ners from all claims or liabilties under the Contract for anyrthinQ done or furnished
relatin, to the tivork under that Work Order or any act or neglect of said City relatina to or
connected �vith the Contract.
The makin� of the payment of the Ow-ner shall not relieve the Contractor of any �uarantees or other
requirements of the Contract Documents w�hich specifically continue thereafrer."y
Bidder's Initials
D=69 Traffic Control (LTti1. Cut):
Tne Contractor shall be responsible for providina traffic control durina the construction of the
project consistent w�th the provisions set forth in the "19�0 Texas I�1anua1 on t_in;form Trafiic
Control Deviced for Streets and Hi�h�vays" issued under the authority of the "State of TeYas
Unifonn Act Regulatina Trafric on Hi`zhways", codified as Article 6701 d Vernon's Civil Statues,
pertinent sections beina Section Nos. ?7, 29, 30 and 31.
�
�
D-30
The Contractor shall execute this 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 �vithin the project
area.
Barricades, �vamin� and detour sians shall conform to be the Standard Specifications for street and
storm drain construction, "Barriers and Warnin� and/or Dztour Si�ns", Item 524, and/or as directed
by the En�ineer.
The Contractor w-ill not remo��e any re�ulatory si�n, instructional sign, street name siQn, or other
sign which has been erected y the City. If it is determined that a si�n must be removed to permit
required construction, the Contractor shall contact the Transportation and Public Works
Department, Tra�ce Services Division (phone number 817-8100), to remove the si�n. In case of
re�ulartory siQns, the Contractor must replace the permanent si�n �vith a temporary sian meeting
the requirements of the above referenced manual and such temporary sian must be installed prior to
ihe removal of the permanent specifications, the permanent sian shall be left in place until the
temporary sian requirements are met. W1ien construction work is completed to the eYtent that the
permanent sign can be re-installed, the Contractor shall a�azn contact the Si�ns and �iarkinRs
Division to re-install the pernlanent si�*n and shall leave his temporary sign in piace until such re-
installation is completed.
D-72 Liquidated Dama�es (Util. Cut):
Failure to complete work on time: The O�rner and the Contractor a`nee that it �vill be most difricult
or impossible to ascertain the amount of damaaes that will be sustained by the Owner if the
Contractor fails to complete the ���ork in the allotted time, but they both agree that the Owner would
sustain substantial dama�Tes in such an event. Accordinaly, if the Contractor fails to complete the
contract in the calendar days specified, a time charae shall be made for each workrna day thereafter,
not as penaltv but as liquidated damaQes. �
The contractor shall pay liquidated damaaes of rivenry-five dollars (�2�.00) per day per ticket for
each repair cut not completed �vitlun t���enty-one (:21) calendar days and liquidated damaQes shall
end on da�� that repairs are compieted.
Should the amount otherw�ise due the Contractor be less than the amount of such ascertained and
lzquidated dama�es, the Contractor and his surety shaIl be lrable to the City of such delivery.
D-73 Pavin� Repair Edaes {Util. Cu#}:
AIl pavinQ repair edves shall be undama�ed neat lines (by sawino and equal) and shall be parallel or
perpendicular to the center line of the stre�t.
D-�I
D-7� Clean-Up (LJtil. Cut):
Final clean up �vork shall be done for this project as soon as the pavina and curb and Qutter has
been constructed. Contractor shall remove all excess cold mix, washed rock and debris from the
street in the area of repair. No more than seven days shall elapse after completion of construction
before the roadway and riaht-of-way iscleaned up to the satisfaction of the EnQineer. Refer also to
Page C�-� (3) Section CS-5.17 Clean-Up of Part C General Conditions. �
D-76 Property Access (Util. Cut):
Access to adjacent property shall be maintained at all times unless othenvise directed by the
Engineer.
D-90 Workers' Compensation:
A:Contractor's Workers' Compensation Insurance. Contractor aQrees to provide to the Owner
(Ciry) a certificate sho�vinQ that at has obtained a policy of workers compensation insurance
covering each of its employees employed on the project in compliance with state law. No Notice to
Proceed wzll be issued until the Contractor has complied �vith this section.
B: Subcontractor's worker's Compensation Insurance. Contractor aarees to require each and every
subcontractor who �vill perform work on the project to provide to it a certificate from such
subcontractor statina that the subcontractor has a policy of workers compensation insurance
coverin� each employee employed on the project. Contractor ��711 not permit any subcontractor to
pe�orm work on the project until such certificate has been acquired. Contractor shall provide a
copy of all such certificate to the Owner (City).
C. Workers Compensation Instuance Coveraae
D-3?
1. Dennitons:
Ce� �-icate of cove�e ("ce;�a,�c�te"). a co�� of a ce�.:�ca;e cf insw�rnc�, a
ce^�cate of 2L'F'10I1N i0 S��u-i�sur� iss�e� bv t`�e Te:ca.s �Jor:{ers' Cors�eas�rien
Co�ission, or a ccv� �e �T-e�ment (TGvCG81, T�%CC-82, i��CC-8�, or Ta'CC-
8-'.), suow-in� swtutorv- wer{e.s' corl�e..sazon s�ur�c� c�ve.a_� for �e pe.s�n's er
ea�ty's e�plo��e�s pr�vidinQ s�; yZces on a proje��.; zor the c�r3�:on oi t7e proje�t.
D�a�en e: �e Prcject. InclLdes tLe �e �on tue �e^s�r�n� o� �e w-ork o� the
proiec� unr_1 the con�c�orsi�e:son's wor� o� t�z proje�� n�s bz�a co��lete� �e�
ac�e�te� b�• t7e
C ir�� . �
Pe:sons prov:c:no se��ices on'�z projec; („s�:ceentac�ar" i.� s�c�on 4��6.096�-
i� ciudes aIl �e���ns or ea* �:es pe-=or�� all cr pa.* � o� �e se��ces t�e con�actor �.s
uace:t�'{ea to pe�or� or. t�e proiec� r���.r�iess of tiYi��?�er t'�at pe:scn con�acte�
c.i���' � w;t�: �e con��c�er �c re_�.— �ess of w�le��e: thuz �er�on ��s e��lo�•e�s.
T'�s ;Lc:uces. ��:�.hout l���ion. ince�ea��at c����c�ors.�suoconcrc�ors. lers��
c�m�anies, �otor crr.e:s, ew�e.-oce �tors, e.�:�iove�s o� z..T � s�c� e��r�, or
e��io.�e�s oi ��`- e�t:rf w-;�ica r4::^..is�es pe�sor�s to provice se: Yic�s on jue project.
"�e��ices" inciL'Ce, w:tneLt 1ir.�.�ta�on. ; ro� �cia�. ha�� ���. or e'esve.�na e.t:i�ne�t or
��Te.��s, or rrovi�i�Q la�or, t��cr,a.ie� er ot;e: se^�Zc�s rz'.2te� to a proie��.
„`z� �:ces" dees net znc'.uCe ac;i�Z�es t��lated to the proje��. s`c� as fco�,'beve���
veacors, o�c� su��i,� ceiive�ies, �C celive^a or'per.able tei?er�.
?. T'ne c�n�.ctc�r shu? �ro���e c�ve.�Qe, ���� en FreFe; re�er_�� oi c?�s�ca�on
codes �:c �z��oL �o�U �rl� nli�� of �v c�ve:��e a�--���eu�, wiucL me"s the
s�r�tor� rel�e�e�ts a� T� :as Lacer Ccce, S�;�en 401.OI1(^.—'.) fer al? e.��Io�e�s of
?..�'1.z COIl��C.uL �r;?V1G1.^Q 5�:'y.C�5 OI �:z y I�iZ�' ICr ihz CL':��.OIl OI ii.�. cr��e��. ,
�. T'�e Ce�zactor �us cro�:ce a c�^�:cat� o� coye�.C� to �e �o��e:�.�:e.�� �atir�r pr�er
t0 �Z'.i�? cW��Z: Cl� C�Il�CL.
�. L: �:e cc��e�Je pe^OG� S�.Ow3 CII i.yz C�L�.3C,Or�S C:iI'��i C�.�uC3�� GI C�V�:'�,.c? e^CS
D-33
REQUIRED R%ORItER'S CO?�iPENSATION COVER�GE
"The law requires that each person worlcin� on this site or pro��din� services related to
this construction project mi:st be covered by worker's cor�pensation insurance. This
includes persons providina, haulinQ, or deliverinQ equipment or materials, or proti7dzn�
labor or transpor,�.tion or other service related to the project, reQardless of the idenuty of
their employer or status as an employe�".
"Call the Te;cas Worke�'s Compeasation Commission at 51? r-?0-3789 to receive
infor�.nation on the le�al requirement for coverage, to ��erifv whether yflur empiover has
provided the required coveraQe, or to report an employer's failure to pro�Zde covera.?e.
D-91 Operatin� and �Iaintenance Manuals:
A. The Con�actor shall provide five copies of complete "O & M Nlanuals." All
information should be bound in five separate loose-leaf binde:s and delivere� to the
Owner at least two weeks prior to fi.nal inspection of the pzoject.
B. For each product, eqt:iprnen�. or syste� the follow-inQ data sha.11 be provided (unless
deened inappropriate by the Enaineer):
l. A aeaeral description of the eauipmeat or system. listina t�e major com�onents,
intended service, and other aeneral data.
?. Technical data inciudiaQ nameplate data, desi� p�rar�eters, ratinas, c�pacity,
pe�or�ance datL, ope�rion curves, characteristics and the like. Cle :rly ci;stinauisb
between inforrla�ion which does and does not applv.
3. Lis� of warninQs and cautions to be obse� ved durino ins'�.alla�ion, operation, ane�
mainteaance.
4. Fullv de�aile3 installation and operatin� instzuc�ons inclucinQ s�e�ial tools required,
ali�.meat ins�uc�ons, start-up and shut-down sequences.
�. I�lainteaance, se�ice, and reYair ins�uctions includinQ ma.inten��ce and se: �-ice
sche�ules, mate:�als and rie;hoe�s for pe�or.n3nQ rou�ne, spe�ial, and ann>>al ser�ice.
6. T;oubleshoo �n� miide ana che�k list i.ndicatinQ co�on failures, test mzthoe�.s a.nd
procedures for dete�iP.�a �onpo�e:7t fault or failure.
7. Spase parts list indicatins par and orde� numeer wZth �.ue aae� aCcress of suppLer.
Include ct:r.eat prices of re�lace�eat Farts and supelies.
8. Typew?iren tes� repor`s includinQ mate�ial and sys�ea� tesS pe�or�ed. L:�clucin� date
of test, testi.n� partv, wi�ess�s and record of test concitions and resulu in tes re�or�s.
D-� �
9. Dia`�a..Tns to i.nclu�e conrrols, w�irina, i.ns�allation or operation oi the equipr,�ent er
s�'stem. �
10. Copies oi a11 "REVILWED" snop d:awi.n�s.
1 I. Copies of all �anufactuer suppiied w��aaties a.nd �uara.�te�s.
C. Tne con�.actor shou!d submit two prelininary copies oi tne operation and main�eaance
man�s to the En�ine�r at leas� six w���ics prior to final project inspec�on for re�zew.
One cooy of the documents will be rer�-ne� to the Con�-actor �arked "A.PPROVED" or
"REtiZSE A.V�J RESUB�BT." If it is marked APPROVED, the con�actor only needs to
provide four addirional cogies. If it is mark�� "R.EVISE 4.��D RESUB�IIT," repe3t the
"O &�I I�fa.nual" s4bmittal in accordance wi-�n this item.
D-9? State Sales Ta� (do not usel:
Delete Para�aph C6-b.?1, "State Sales T�.�c," in its entirety from P�-t C, Gene:al
Corditie�, General Con�act Doc�.�r�eats a.�d Specification.s.
Tnis contact is issue� bv aa orarr�izstion which quali�ies for exe.� ption purs��nt to the
pro�zsions oi :�.-ticle 24.04 (F) of the TeY�s L�-rsted Sa1es, E:c;.ise, a.nC lise T�.Y �ct. .411
eaui; meat �,Zd mater�a�s not consnr.le� b�� or incor�orate� into the project cors�uctien
a:e subje�� to Statz sales tzY under HoLse Bill 1 I, enacted �u��st l�, 1991. ??� s�ch
taY�s shatl be included in the various amounts on the Proposal forl. The succ�ssisl
Bidder s�a11 be required to suomic a bre�down between labor and mater;al costs pr�or to
esecstion of the cor��act.
D-93 Trench Escav�tion. Bacl.-fill and Comnaction
Treaca e�cavation and bac��il unde� p�r'.�.r?a 1ats, dlzvew-ays, �avel su.�ac�d roa�s,
�ti�thin ersements. an� w-ithin e:�is�inQ er tsture R.O.�". shall be in ac�or3�ce w;t�
Secaons E1-� Bac;jill and E?-? Exca��ation and Bacl�ll oft�e Geze�a� Con�act
Dec�ceats and Specificatior.s eYce�t as specined herein.
1. TR��;CH EXC �.VATION: In accord�.�c� w-ith Section E?-? Escavat�on a..nd Bac?�ll,
i' tne s,ated ma�::r-1Ln �each wicths are e�ce�ded, either thro� ac�icient or etherNis�,
a.nd if the En�:�eer �aerer-,�;.n.e� that the de�i� loa�as of t�e pi�e w;i1 be e:�ceede:�, the
Con�ctor will be re-,uire� to s��por: the pipe with �. i.��rove� *-euca bcron. T'ne
eY�e�e oi such re�e�ial neasures sual �e ea=rel� t�e Co��cters own. ?11 ��ac�s
ocerations sLa11 be confined �o tne w-idth o� per�anent r���-of-«��, Fe�anent
e�..�emeats, and an�� tempor-�,..r;� constracson er.s��ents. ?,.1 ex:,as�a.=or_ sha'1 �e in s�ict
comcliar.ce wit� �e Treac� S�re;v S��stems Spe�:a1 Co�ciuon oi �:s docL.�e-�t.
2. i t�ZE�iCH B 4CKFILL: Trenches which l�e out;ide of e:�s�i�� cr ruxure ; a�� ��eat
D-3 �
shall be backfilled above t'tie top of the embe3ment material with Ty-pe "C" back�ll
material. Excavated mate�ial used for Type "C" backfill must be mechanically
compacted unless the Con�actor can furnish the Enaineer with satisiactory evideace that
the P.I. of the excavated material is less than $. Such evidence shall be a test report from
an independent testinQ laboratory and must inciude represeatative samples of soi?s in all
involve�. areas, wZLh a m2p showry;�1Q the location and depth of the vanoLs test holes. If
eYcavated mate^al is ob�iouslv �anular in na�ure, contain..ina little or no glasric mate�al,
the Enaine�r may waive the test report requirement. Se� E1-2.3, T��pe "C" or "D"
Backfill, and E?-?.11 Trench Bacic�`ill for additional requirements. rW'hea Ty�e "C" back-
fill material is not suitable, at the direction of the Enaineer, Type "B" bacldll mat��ial
shall be used. In aeneral, all bacl�ll material for trenches in e:{istin� paved stree*s �ha]1
be in accardance wlth Fiaure A. Sand material specified in Fi�ure A shall be �hra;necl
from ae approved source and shall consist of dL:rable particles free of thin or elon�ated
pieces, lumps of clay, soil, ioam or veQetable natter and shali meet the follow-�:n�
o-radaton:
Size Sieve °% Retained
� 0-�
r 16 0-20
r�0 0-�0
T 100 60-9�
T?00 90-100
(P.I. = 8 or less)
�. TRE�iCH CO�LPACTIO?v: All trench backfill sh�11 be placed in liLs pe: E?-?.9
Bac1�'ill. Trenches which lie outside existina or futur� pave�eats shall be compacted to a
mini�um of 90% St.�n�rc Proctor Deasity (A.S.T.?�1. D693) by means oi tampinQ onlv.
Treacaes wnich lie unde: e:,.ist:n� or fi�ture paveme�t shall be bac?�lle� per Fi�ure A
w-ith 9�% Standard Proctor Deasity b� jer�ir.�, mech�nical tampina, or a comi-�inari�n of
methods. Backl�ll mate.�al to be mechanically tamped mus; be w-ithin =-�.°% of its
opc;mam �oi � t e conteat. T�e top two (?) fe�t of sewer line treaches and t�e top
ei�hte�n (18) incnes of water line mav be rolled in w-ith heaw ect:;pnent tires, Dro�ZCed
it is placed in lifrs approprate to the mater��1 be:.no us�d an� the ope:ation can �e
peZor:�ed w-ithoLt dama�e to the installed pipe.
ine Citv, at its own e�ease, w-ill pe-for�n trzach co�paction tes's pe: A.S.T.?�i.
stan�r�s on a11 treach back-fill. An�� retestinQ re�ui..red a.s a result of failue to con�act
the bac�ill nater:al to r�e�t the sta.�da.rds wZll be at the ex�ease of the Concac.ar and
w-ill be billed at the co��.e:cia? rates as dete�i,�ed b� the Ciry. These soil ceasi�� tes-�s
sha11 be pe�ormed at two (?) foot ve�ic�l iater�als be?�nirtQ 2t 2 leve? i�.�'o (?) fe�;
above �ie top of ine ins,:lled pipe and cont�nuin� to the top oi the coripietzd bac.�11 at
inte:-�,� :ls a1on� the �ench not to eYce�d 300 line�r fe�t. The Conn-�.ctor will be
responsible for providi�� access a.nd �ench s�fe;v sys�em to the leve? of �eaca bac'�ill to
D-36
be testzd. No e�-c�a compens�tion w-iIl be allowed for eYposina the bacl�ill layer to be
tested or pro�-idin� treach safety system for tests conducted bv the Ciry.
4. N�ASliRE����T A�� P��tiIENT: A11 material, includina any and a?1 Tvpe'B"
�ac?�i11, and labor cos+�s of excavation �.d bacl�ill w-ill be included in the price bid per
linear foot of water and sew�er pipe.
D-94 Statement of tilaterials and Other Charaes (DO tiOT USErrt►�:
ihe Bidde. shall ta.ke note of Lhe last paae o� P�.�t B-Proposal entitled "St�tement of
Matzrials and Other Char�es." The bI� spaces on this p�e are not to be filled in by the
Bidder at the tiLne of subrr.irdng his propesal. This for�n is included to familiarize the
Bidder wzth the form which the successful Bidder w-ill be required to execute.
D-9� Shoo DraR•in�s:
1. Submit s�vea (7 j copies of s�op dr���1I1�5, la��outs, man�acnr�r's da�.4. and material
schedules as ma�- be reauired bv the Er_�ine�r for his review. Subru�tals mav be checkea
bv ar:C s'��ped w-it,� the appro��al of the Gor.�actor and ideati�ied z the En��neer mav
require. Such re�•ie�v by� the EnQir�e�r s:.a1.1 inclue.e checkin� for ae..er�l con%rmanc�
w-ith the desi�-*1 conce�t or t�e project �d aeazral ca�pli`nce w-i-� ir.�or.��auon �vea i�
the Ge�e:al Cor.�ac� Docu.�ne�ts. Indic�ted actions by� tne Eng1�eer, w',li�'cn mav resa1T
from his re�•iew, s: all r.ot co�s�it�ste corc�:enc� w-irh ��� deviation i�o� the plans �c
speCliiC3Lor.s unless suc� deviat�ons ar� s�ecincall�� i�eatirie� bv t�e �eu'�od desc�ibec
below, and fizrther shall not relieve tne ConTMactor of responsibilir�- for e..ors or
omissions in the subruZed dat�. Processed s�op d.-aw�:n� submittals a.re not chanae
orders. T"ne pun�. ose of subr�^.it���s by the Contractor is to demonsuate that the Con�actor
unde:��nds the desi�n conc��� and t'rlat he demonsuates his undersr.an��� by indicar:n�
which equipment and mate� �s he inte�cs to fu.�ish and install, �d b�- cer.ailinQ the
fabr�ca;ion and installation �ae�hods he inten�s to use. Ii de��iations, ciscre�ancies or
coruiic�s berwe�n submit',.ais anc the desi� drwwinas a.nd,'or speci21C3ii0IIS are _
discove;e3, either pr.or to or a.*�er sub��irW.ls are processe� the desi� �awzn�s and
specificsrions si all gove�. The Con�actor s��ll be res�onsible for Ci.�e.�sions w-bich ar.
to �e cor.�-ined and correlated at the joo site, iabrcation processes and tecnniques of
cons�ic:ion, coordinar:on oi his wor�c w�th that of o�e: �ades and sat�s�actory
pe�or��c� his wern. Tnz Con�actor shall chec'.< anc ver�fv all r�e:su.r��eats a.nd
review subni�rt:ls prior i0 ��lIl� Slll7IT11���`�. and si� er inirizl a s��e�eZt included w�th
the st:b�i�`�1, which si�ines com��li�c� wzth pl�r.s �d sre.�.IY1C�r.�cr.� �,d ui.�e�sions
s�t.ac+e ior tue applic�:ion. An�' devia�or. �o� t: e s�ecse� cr:�e��a su�.Il be exrres�lv
s`,.: t�c i� wri�in� in �e submit'�.31. i nree (�) copies oi the a�oroved suc���: l� s�a11 be
re*�e� bv t�e Conmc;or t.nsl canple�on of t�he project and presea�Y� to t:�e City in
bo�c fora�.
?. S;�co �w;.nQs s�all be subrLtted fer we followin� items prior to �s����on:
D-37
D-100 Specification References:
When reference is made in these specifications to a particular AST�1, A�VWA, �tiSI or other
specification it shall be understood that the latest revision of such specitication, prior to the date of
these general specifications of revisions thereof, shall apply.
D-101 E?cplanation of Bid Items:
The total scope of work for this job has been separated into several bid items as shown in the
ProposaL All materials and workmanship necessary to furnish a complete and f-'unctional job,
whether sho��n, included or implied in the construction plans and/or specifications, shall be
supplied in this contract. The Contractor shall include the cost for all miscellaneous and subsidian�
work not specifically mentioned in the Proposal in the various bid prices.
D-102 Cost Breakdown:
In order to estabiish a basis upon �vhich partial payments to the Contractor may be authorized,
immediately after e�ecution of the contract the Contractor shall furnish a detailed cost breakdo�tin
of his contract price arranged and itemized to meet the approval of the Enaineer.
D-10�t Samples and Qualitti� Control Testin�:
a. The Contractor shall furnish, at his own expense, certifications by a private laboratory for all
materials proposed to be used on the project, includin� a mix design for any asphaltic and/or
Portland cement concrete to be used, and oradation analysis for sand and crushed stone to be used
along �vith the name of the pit from which the material was taken. The Contractor shall provide
manufacturer's cenifications for all manufactured items to be used in the project and will bear any
erpenses related thereto.
b. Tests of the desi�n concrete mix shall be made bv the Contractor's laboratory at least nine days
prior to the placin�7 of conerete usina the same aaGreQate, cement, and mortar which are to be used
later in the concrece. The Contractor shall provide a certified copy of the test results to the City.
c. Quality control testina of in-place material on this project �vill be performed by the city at its
o�in e:cpense. Any retestinU required as a result of failure of the material to meet project
speci2ications w�ill be at the eYpense of the Contractor and w711 be billed at commercial rates as
dete�rnined by the City. The failure of the City to make any tests of materials shall in no �vay
relieve the Contractor of his responsibiliri• to fi.irnish materials and equipment confornung to the
requirements of the contract.
D-38
d. Not less than 2�F hours notice shall be provided to the Ciry by the Contractor for operations
requirina testin�. T77e Contractor shall provide access and trench safety system (if required) for the
site to be tested, and work effort involved is deemed to be included in the unit price for the item
beinQ tested.
e. The Contractor shall provide a copv of the trip ticket for eaeh load of fill material delivered to
the job site. The ticket shall specify the name of the pit supplyin� the fill material.
D-10� Protection of Trees, Plants, and Soil:
All property along and adjacent to the Contractor's operations includina la�vns, yards, shrubs, trees,
etc. shall be preserved or restored, after completion of the �vork, to a condition equal to or better
than existed prior to the start of work.
By ordinance, the Contractor must obtain a permit from the City Forester before any work
(trimminy, removal, or root prunin�) can be done on trees or shrubs �row-in, on public property
includinQ street Ri�ht-of-Ways and desiQnated alleys. This permit can be obtained by callina the
Forestry Office at 371-5738. AI] tree ���ork shall be in compliance ���ith pnuun�� standards for Class
II Pn.uuna as described bv the National Arborist Association. A copy of these standazds can be
provided by callin� the above number. Anr� dama�e to public trees due to ne�liaence by the
Contrart shal] be assessed usin� the current formula for Shade Tree Evaluation as defined by the
Intemational Society of Arboriculture. Pa�-ment for ne�liQent dama�es to public trees shall be
made to the City of Fort Wonh and mav be �tizthheld from�funds due the Contractor bv tne City.
To prevent the spread of the Oak Wilt fun�us, all �vounds on Live Oak and Red Oak trees shall be
immediatelv sealed usina a commercial pruninQ paint. This is the only instance w•hen pnuuna paint
is recommended. ~
No separate payment will be made for anv of the work involved for this item and all cost incurred
�vill be con�idere� a subsidiary cost of the project.
D-l0S ��'or� Near Pressure Plnne Boundaries
Contractor shall take note that the ��ater Iine to be placed under this contract crosses or is in close
proYimity to an existina pressure plane boundarv. Care shall be taken to ensure all ``pressure plane''
valves installed are installed and closed and no cross connections are made ben��een pressure
planes. A location map has been included to help keep temporan� services from crossina pressure
Flane boundaries.
D-39
D-132 Asphalt Driveway Repair
At locations where H.M.A.C. driveways are encountered, such drive�vays shall be completely
replaced for the fuil e�tent of utility cut with H.M.A.C. equal to or better than the existinQ
driveway. �
D-133 Top Soil:
Where directed by the Engineer, top soil shall be applied in accordance �vith the City of Fort W'orth
Transportation and Public Works Department's Standard Specifications for Street and Storm Drain
Constructian, Item 116, except as follows: AIl labor, equipment, tools, and incidentals shall be
included in the square yard bid price for the top soil. _
D-139 Crushed Limestone (Fles Base):
Crushed limestone required for use as a flexible base material shall conform to Specification Item
No. 208 of the Standard Specifications for Street and Storm Drain Construction for the Ciry of Fort
Worth Transportation and Public Vl�'orks Department.
��
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D-�0
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E2-1 Construction
SEE NOT[ 4 �[LOW
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ExIST 111.1 A C
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� AI l EKIST ASPI IAf T Si lal 1 f1E RF:PI Af,f:� TO if If:
Uf11GINAI fiGl'lll f.11NilAUb11'AVI:IAGNf ftFP1ACF61f_N�
SIIAI I. HE 1't1F FINL GitAi�EU SUItFACE COUIt5E
�
�) 13[flf>IIJG OP PIPE 1(1 65A(�:II AU.IACFtJI 5[f.71ON
1"iR SPFCIhlf.nll�lfl dn2, NJ111CIfhVLlt IS f9i�NE
siuu�r,ri+i
��� ntlfdAlOItl'HfIJ[CIS.IIIGPRC�1f:Cl[11(�IIIFFRORh[SIG�JI:Rh111Sf
EVflI11AlE IlIF I�UII l^JI(�IUUf I�XISIIIlt;I11:tAC.1'/1VFf.1F�71 AS IU
IIiE IIIICI<NESS.1:1"�IlUIIIUNSdkHI111Y IOWIIIISIAIII)f,fINSIItUC11UN
l lIAI)INIi. tl' AI'PHUI'121A I L, 111f f Ul l. Wll l f l l Uf' SI1121'l�CE $I IAI L O[
ItllfdUV[(� S IttPl AGE13 WII II AI'PHUPIUJ�I[ IitLAIG1f:N I OP CXIS I ING
UASE UH SIIRFACL- 1.7ATL-NIAI..
ru. �io c.�t 1 �
' ' • i � 1'PtIM� GOAT
• . ' , • •� '� 727 CONCRE(E
• '• ��--^ AI.L 71tF�1C11 B�CI(FII l SI i�l L 61ELT
+ '. • � RFQUiHE61EtJiS FOR GHAI)AIION AHD
� �� COMPACIIpN AS SPEf,IFIED I�! I IEM 402
Of 111[ STANI)ARI) SPff.IFICAIIONS FUR
� . • f,O1J5 fI1UC I IC)N, 1'1181 IC WORKS I�ENf , CItY
' UffOItlWOliII1,1C:XASOR0ACkfIILi1S
� SPEf,If ILD IN SEC I I[lt! F: 1�2 P.tlll E? 2 11f I I IE
. . SI'[CIfICAIIIINi PUii W�181t UEPA.Itff.lf:Nf
, _ f'H(�IFC�S,Ff�ItIWC1HIIIWNFHDfPI.,CItY
. Of FI�Rf N,'UHIII, �IGX�S
. � �'`�-�
� � • �,~��� PROI'nSEU FACII 17Y INS IAl l AllO�!
, ^ � � ' " " - 1'II'E
• . �r .
� �• '. � • . . , ' ' ; ' � ; �— rnraiwni�
T Y(' I.C_!� L_S_E C Y I 0 N_��' R F_N C�-4 _f� C I�� I 1�.
Y Y f? I C_1� l_--1-� . M._�_._ C M s u r� r� c_� w i Y�-� _s_o s_�_t� �n_sr_
M IMIT ►IM II�U�,TIC CO�FC�(Ti
ciry �f ��,rr Mt)�fTN R,�-a-,,,��I
71inr��:1'OftTATl�11/i=�f>>i.►� ��,c,i�Ks nC H r. nrv-n-�-r�
fN4/N£FA'/,VI !►/V/_f/CrA� �tv•i�.io-�o
EXIS'C ClIFT13l6�
l�Qlf iE�t
I:xISf H/4SE
HMAC
REPLACEMENT
(2" MIN)
EXISTING
HMAC SAWCUT SAWCUT
� � � �
������/��/. �///��1./�i''�/
� / d ' � �� �
+ r e
I / , O . . � ' P �, �
I A1� p
� " .
I ��� �..
EXfSTWG � � � = PRIME COAT
BASE MATERIAL �
NOTES�
1. 2.27 CONCRETE SHALL BE A MIN. OF 8"
BELOW BOTTOM OF EXIST. IIM.A.C. PAVEMENT.
2, ALL ExIST. ASPHALT SHALL 8E REPLACED TO THE
ORIGINAL DEPTH. MINIMUM PAVEMENT REPLACEMENT
SHALL BE 2" OF FINE GRAOED SURFACE COURSE.
3. BE�DING OF PIPE TO MA7CH AOJACENT SECTiON
OR SPECIFICATION 402, WHICHEVER IS h40RE STRINGENT.
4. ON MAJOR PROJECT5, THE PROJEC7 ENGINEER OR DESIGNER MUST
EVA�UATE 7HE FULL WIDTH OF EXISTING II M.A,C. PAVEMENT AS TO
THE THICKNESS, CONDITIONS & ABILITY TO WITIISTANO CONSTRUCTION
LOADING, IF APPROPRIATE, TfiE FULL WIDTH Of SURFACE SHALL BE
REMOVED & REPLACED WITH APPROPRIATE TREATMENT OF EXI5TING
BASE OR SURFACE MATERIAL.
2�27 CONC
(8" DEPTH MIN)
ALL TRENCH BACKFIIL SHALL MEET
REOUIREMENTS FOR GRADATION AND
COMPACTION AS SPECIFIED IN ITEM 402
OF THE STANDARD SPECIFICATIONS FOR
CONSTRUCTION, PUBUC WORKS DEP7., CITY
OF FORT WORTH, TEXAS OR BACKFILL AS
SPECIFIED IN SECTION E1-2 AND E2-2 OF THE
SPECIFICATIONS FOR WATER DEPARTMENT
PROJECTS, FORT WOTRN WATER DEPT., CITY
OF fORT WORTH, TEXAS.
I g.,
� MAX 1" SERVICE UNE
TYPICAL SECTION-TRENCH REPAIR FOR SERVICE LINES
TYPICAL H.M. A.C. SURFACE WITH SOIL BASE
CITY OF FORT 4vORTH
OEPARTMENT OF ENGINEERING
f.f. SLNvCP�O\PC(_t!_11A1CR�E�
irV_yCi
___.._._. .... �� .,� . _ - .�..._..-,.�....,.�...�.� ��•�,�..�--
�,i T e .� . o� .a .
yP
�BQckfi/I
J'�'�!}�Cl��� �QY�� .5'T�4�� T
���r�e��h ���'ur� �'��ing ��rl�r�'
fPr.rr�'�'1 " + ,"� *', � ' , � '••• �• �+�\dSl"i!!.
.w . � • � .,,.`� tl `
�. •�w' ' ,� .. �.
� `,f � , `�.
" �' . , . + � �
�-___'� ----�.
S�, . 'i
:r.' SQrIl1 !�'iQ(Ei'"!Ql ��
1y`, '9
�f'
.�
. �1' r :��
u� �
���.' -
Embe�men��� ��'�
�� 4��:�;.����;�,��F�iC1
;; Includcd In Line�sr Fxt $id Price cf Pipe.
C,�SE %: PROPOSFD PAYED STR��T u.T. S.
fX/ST/NG PAV�D SrREET
St�eet AQving
�f�' � �
. _ ,�:�: ��,��:,�
�' _�`' ':�: '� y �•�. ! - � _ � ��` � ,�=y.�, Curb � Gu�ter Qnd�ar SidewQlk
�����. �, �,f .
tY0 TE = �' �S� ShQII B� �a yltem Only Ij With�rr
�
l�avemen� R�pQrr fs �r � �� 1.5}'eet� Nor3�rnQl Pi� Diameter
LineQr Foo� f3Qsis,,oQring �
�� 2
h/id f h is UsuQl/y Orrp Foo� 8o�h + f� , c '� (2 fer� Min.) �o The �of The Pi,��
Sic{es of T�nch,Non�rerUp,acr �_.::. ;..� .::.:.:...:..'� And Is Rep�Qced as Di�ezted ,by
Po�tion �f l�erxh klid�h Shall Be �' � The Eng�neer.
����� �
De�ermined by C�nlractoi-. ���:: � SQnd 1�'la�erial n
�., � ��•r • �.
.. Emb�mtnt — � �"�::.:i..:.3.:�:�: -,
�Gy � i����r��;'yl �7�r8�
;�; Incic�ded I� li��ea� Faot $id P�ice of Pipe.
CASE 2: EXIS7lNG PAVE.o STRFET N. r. S.
EXCA VA TION, J3A CKFI � L A�r� PA vENrEN r RF�A �R
UNDER f�ROpOS�� OR EXIS Tl1tlG STR�E T S
F�G URE A ,
� R�v�sed -�-9-°2
����
�� �c������
o ��
a�
� �
� �
� �
.
����
WATER OEPARTMEPiT
SE{.iION E SPECI FI CATIONS
JANU�RY l � 1918
All maLerials, construction methods and pr�c�dures used in this project
shall conforn to Sections E7, E2, and E2A of the Fort worth Kater pepartment
General Contract Lbcuments and General Specificat�ons, together with any .
additional mat�r�al specification(s), construction(s) or later revisicn(;).
(See revisions listed on this sheQt). Sections El, E2 and E2A of the
Fort 4�'orth uater Department General Contract Docur�ents and General
Specifications are hereby made a part of this contract doc�cment by r2fer�nce
for all purposes, the same as if copies verbatin nerein, and such Sectiens
are filed and kept in thz office of t}le City Secretary or the City or
Fort �,'crth as an offi ci a1 retord of the C� ty of Fort uoru�i.
El
E'L
E2A
IN:,�X
M�TERIAL SYiCIFICATICHS
C�JNS.TRJC► I Or� SPcCI FI CAiIONS
GcNERAL I}�S I G'�. DETAI LS
Revisions as of April 20, 7981, follcw:
E7-2.4 Backfill: (Corrett minimun �anpacticn requir�ment to 95� Prcct�r ��nsity
and corrett P.I. values as follews:)
c, Addi t�onal backfi 11 requi re�nents when approved fcr use z n
stre=ts:
l. type B Backfill
(c} Maximum pla5tic �ndzx (PI) 5ha71 be 8
Z. T e C Back`i 11 �
(a� Materia� m�eting r�qu{re.�ents and having a PI of 8
or less sfiall be ca•,sider�d as suitable for compact-
ian by ,jetting
(b) Haterial 1t�°tlnc, r�quirement and having a PI af 9
�r more s�a11 be tons�dered fer use only wi th
�ethanic3l tcrr,�action
�Z-2.11Trench Backfill; (Correct raini�;��m car,paction require.ment where-ver it
appearS in this section t� 95S Procter density exce�t for para5ra�h a.1.
�+here the '9�S mcdified P-oct�r de�sitJ' shali remain unc>>ang��).
_
Part F- Bonds
NOTICE
The following blank spaces in the Certificate of Insurance, Contractor Compliance with
Workers' Compensation Law, Performance, Payment and Maintenance Bonds, and
Gontract are not to be filled in by the Bidder at the time of submitting his proposal.
These forms are included herein to familiarize the Bidder with such forms which the
successful Bidder will be required to execute.
PERFORMANCE BOND
No. KO-6157063
TI� STATE OF TEXAS
COUNTY OF TARRANT
KNOW ALL MEN BY THESE PRESENTS: Tt►at ���e (1) I& M RODRIGUEZ. Inc.a (2)Corporation of
TEXAS, hereinafter call Principal, and (3)Indemnitv Insurance Comnanv of North America a corporation
organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as
Surety, are held and firmlS� bound unto the City of Fort Worth, a municipal corporation organized and eaisting
undcr the laws of thc State of Texas, hereinafter called O��ner, in the penal sum of:
ONE HUNDRED EIGHTEEN THOUSAND FOUR AUNDRED SEVENTY FOUR AND NO/CENTS...
($118,474.00) Dollars in lawful money of the United States. to be paid in Fort Worth. Tarrant County, Texas, for
the payment of which swn well and truly be made, we hereby bind owselves, our heirs, executors, administrators
and successors. jointly and severally, firmly by these presents.
THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City- of Fort Worth, the O��mer, dated the 1GTH of MARCA ,]999 a copy of whicli is
hereto attached and made a part hereof: for the construction of:
INDIAN COVE WATER EXTENSION
designated as Project No. (s) PW57-0G077U153960 , a copy of which contract is hereby atiaclied. referred to, and
made a part hereof as fully and to the same extent as if copied at length herein, such project and consiruction being
hereinafler refened to as the "work".
NOW THEREFORE, if ihe Principal shall well, truly, and faithfully pedorm the work in accordance with
the plans, specifications, and contract documents during the original tenn thereof, and any extensions thereof
which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and
demands incurred under such contract, and shall fully indemnifv and save harmless the Owner from aU costs and
damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and
etpense which the Owner may incur in making good any default, then this obligation shall be void; othen�ise to
remain in full forcc and effect.
F1
PROVIDED FURTI�R, that if any lega] action filed upon this bond, venue shall lie in Tarrant County,
State of Texas.
AND PROVIDED F'LTRTE�R, that tlie 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
dces hereby waive notice of any such change, cxtension of time, alteration or addition to the terms of the contract
or to the work or to the specifications.
N WITNESS WI�REOF, this instrument is executed in 7 counterparts each one of which shall be
deemed an original, this the 25TH of MARCH ,]999.
ATTEST:
...� •
•1�11J �,,� �L,[ t� o�'��
/f f
{Priacapal) Secretary
(SEAL)
����
�'" itness as�to Princi 1
� � I �'VtG%,i'�, '�T"I:�l �
Address
A�TTEST: � .
�� r���� ����� �
(,$u+ rety) Secretary
+J/
(SEAL)
� ��� � � � �
i� " �itness as to Surery �
811 Laniar. Suite 310. Fort Worth Texas 76102
(Address)
I & M ROD[ZiGUEZ. INC.
CIF !4j �,
�v �� - �,�
��t� �-�`"���r'�- `� � ��' �
P.O. BOX 50187
FORT WORTH, TX 76105
{Address)
Inde�nnit�. lnsura�ce +C+amn��� af N4r�h Anneri��a
Su tV r --•
�Y.1�1 � t � � • � �r�� 4 ,-
�'� _� (AttarneV-itr-fad�}{S}
Martin A. Prisant
8] 1 Lamar, Suitc 310. Fort Worth Texas 76102
(Address)
NOTE: Date of Bond must not be
prior to datc of Contract
(1) Correct Name of Contractor
(2) A CorporaUon, a Partnership or an
Individual, as case may be
(3) Correct name of Surety
(4) If coniractor is Partnership alt
Pariners should eYecute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
Atiorney-in-Fact..
F2
�
''ower o��
ittorney
INDEMNITY INSURANCE COMPANY OF NORTH AMERICA
Bond No. KO-6157063
79S741
��
CIG�vA
Know all men by these presents: Thac INDENIVITY I1vSURANCE COMPANY OF NORTH AMERICA , a corporation of the Commonwealth of
Pennsylvania , having iu principal office in the City of Philadelphia , Pennsylvania , pursuant to the following Resolution, adopted by the Board of Directors of
he said Company on December 5, 1983, to wit:
"RESOLVED, That punuant to Articles 3.18 and S.l of rhe By-Lews, the following Rules shall govern the execution for the Compeny of bonds, undenakings, recognizances, wnvacta and other writings in Ne naare
thoreof:
;1) That ihe Praident, any Srnior Vice Presiden� any Vice President, end Assistant Vicc Pr�aident, or any Attomey-in-Fect, may exxu[e for and on behalf of the Company my and nll bonds, undertakinpy, raognirancar,
convacts end otha writings in the nawro thereof, the same tv Ee anesied when necessary by ehe Corporate Secreiary, or nny Assistant Corporate Secretary, end the seel of che Compeny �xed thaeto; and that the
Praidrni, eny Smior Vice President, any Vict President or any Assistant Vice Praident mey appoint and authoriu any o�ha O�cer (eleded or appo�nted) of the Company, ent Attomeys-In-Fact tn so ezec�re or
aaes[ w the execution of all such wntingv on behalf of tht Company and to atiix �he seal of the Company thereto.
:2) My such writing e�cecuced in accordance with �hese Rulec shall be as binding upon �he Company in any case as though aigned by Ne Praident and attesud to by the Corporaee Sxretary.
;3) The signature of the President, or a Senior Vice Presiden� or e Vice Presiden4 or an Assistan[ Vice President and the seel of the Company mey be aFFixed by facsimile on eny powa o' _.._..._y tr._.,�[ pursuent w this
Resolution, end the signaare of a certiFying Otiicer and �he seal of the Company may 6e aftixed by facsimile to eny certificate of any such power, end any such power or certifitate bearing such facsimile signsture end
seal shall be valid and binding on the Company.
;4) Such other Officen of the Company, and Attumeys-In-Fact shall have authority tn catify or verify copies of this Raoiudon, the By-Laws of the Company, and any �davit or record of the Company nxessary to the
discharge of their duua.
;5) The pusage of thif Resoluuon does not revokt nny tulier authonty grented by Resolutions of the Boerd of Diratnrs adopted on June 9, 1953, Mey 26, 1975, and March 23, 1977."
does hereby nominate, constitute and appoint MARTIN A. PRISANT of [he City Of Miartli, State of Florida , each individually if there be more than one
named, its we and Iawful attomey-in-fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and all bonds, undertakings,
recognizances, conVacts and o[her writings in the nature thereof in penalties not exceeding Five Hundred Thousand Dollars ($500,000) and the execution
of such writings in pursuance of these presents shall be as binding upon said Company, as fully and amply as if they had been duly executed and
"� ackowledged by the regularly elected officers of the Company at its principal office.
IN WITNESS WHEREOF, the said William ]ungreis , Vice-President, has hereunto subscribed his name and �xed the corporate seal of the said
INDEMNITY INSURANCE COMPANY OF NORTH Ay1ERICA this 19th day of August 1998 .
1NAEMPIITY �1�SURAIYCE CID'VIPe�'YY i��I• i'4ll�d In AMEWCA
aL�'-+ K.k4►Ap�,i�.
,1.�'� Fy's ¢ �,4" � �
�;��``�� � ,._ .
9���.... ,,,�,��+" .
��.�a��� W'rl�liam Jut�gre°��s , Vic� Presidcnt
COMMONWEALTH OF PENNSYLVANIA
COCJNTY OF PHILADELPHIA ss.
On This 19th day of August , A.D. 1998 , before me, a Notary Public of the Commonwealih of Pennsylvania in and for the County of Philadelphia
came William Jungreis , Vice-President ofthe INDEMNITY INSURANCE COMPANY OF NORTH AMERICA to me personally known to be the
individual and officer who executed the preceding inswment, and he acknowledged that he executed the same, and that ihe seal �xed to the preceding
instrument is the corporate seal of said Company; that the said corporate seal and his signature were duly affixed by the authority and direction of the said
corporation, and that Resolution, adopted by the Boazd of Directors of said Company, referred to in the preceding inswment, is now in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand and �xed my official seal at the City of Philadelphia the day and year first above
written.
N0TARIAL SEAL
DEBRA M. MARANO, Nohary Publie
Ciry of Philadelphia, Phlla. County
My Commissan Expires Dee 20,1998
�'✓�, � ' +��'�./�.+�C�'lf.!!
Notary Public
T, the undersigned Secretary of 1NDEMNITY INStiRANCE COMPANY OF NORTH AytERICA , do hereby certify that the original POWER
OF ATTORNEY, of which the foregoing is a substantially true and correct copy, is in full force and effect.
In witness whereof, I have hereunto subscribed my name as Secretary, and �xed the corporate seal of ihe Corporation, ihis 2 5 tday of
M��r-�h ?l�S�C�•
w�ryM�� �'�y�^ f
�µ� ! �
3.,- y.».�k
�
�,'�!i'1r'J : V.'i Q�: ;. Ss�
�3!'r�`J7':�°°'e°
3�rF �.r.e
��,��,����� Debra H. Pazia�a , �ecret�ry
`+�.°�r � � ���`
��,.M�.
THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTER August 19, 2000 .
NOT VALID UNLESS PRINTED ON TEAL BACKGROUND
PAYMENT BOND
No. KO-6157063
TI� STATE OF TEXAS
COUNTY �F TARRANT
KNOW ALL MEN BY THESE PRESENTS: That we (1) 1& M RODRIGUEZ. 1NC., a(2)
Coraoration of Tcsas, hereinafter call Principal, and (3) Indemnitv Insurance Companv of North Amcrica, a
corporation organized and e.*zisting under ihe laws of the State and fullv authorized to transact business in the State
of Tc�as, as Surcty, are held and firmly bound unto thc Cit�� of Fort Worth, a municipal corporation organircd and
existing under the laws of the State of Texas, hereinafter callcd Owncr, and unto all person, firms, and
corporations ���ho may furnish materials, for or perform labor upon the building or improvements hereinafter
refened to in the penal sum of :
ONE HUNDRED EIGHTEEN THOUSAND FOUR HUNDRED SEVENTY FOUR AND NO/CENTS...
(�118.47d.00) Dollars in lawf'ul money of the United States, to be paid in Fort Worth, Tarrant County, Te�as, for
the payment of which sum well and truly be made. we hereby bind ourselves, our heirs, executors_ adsuinistrators
and successors, jointly and severalh�, firnily to these presents.
T'HE CONDITION OF T'HIS OBLIGATION is such that Whereas. the Principal entered into a certain
contraci with the City of Fort Worth, the Owner, dated the 16TH day of MARCA A.D. .]999, a copy of wtuch is
hereto attached and made a part dtereof, for the construction of::
INDIAN COVE WATER EXTENSION
Project No. (s) PW77-060770153960. a copy of which is hereto attached, referred to and made a part
hereof as tully and to the same extent as if copied at lengtli hercin, such project and construction being hereinafter
referred to as the "work".
NOW 'i'I�REFORE, the condition of this obligation is such that, if the Principal shall promptly make
payment to all claimants as defincd in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials
in Ihe prosecution of the work provided for in said Contract, then this obligation shall be null and ��oid, otherwise it
shall remain in full forcc and effect.
F10
TI� BOND IS MADE AND ENT'ERED into solel� for the protection of all claimants supplying labor and
material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160,
and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised
Civil Statutes.
PROVIDED FURTHER. that if any legal action be filed upon this bond, venue shall lie in Tarrant
County, State of Texas, that the said Surety, for value received, hereby stipWates and agrees that no change,
ertension of time, alteration of addition to the ternis of ihe contract or to the work to be perfornied thereunder or
the specification s accompanying tl�e same shall in any ��ise affect its obligation on this bond, and it does hereby
waive notice of anv such change. extension of time, alteraUon or addition to the terms of the contract or to the work
to the specifications.
PROVTDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the
right of any beneficiary hereunder whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is e�ecuted in 7counterparts each one of which shall be
deemed an original. tlus the 25TH dayo uf MARCH A.D., 1999.
ATTE ST:
r , iy
� �4��1.+��cJ4w r�
�ncipal} �ecretary '
(SEAL)
!�''�.�-�'��''�G�
Witness as�io Principal
��� 1.�.�c�..� f '�l�W
Address
i'
�����r,� � r� �,
� / ��,
� 4St� _ ) S�cr�taryr �
( SEAL)
itness a Sureh'
t
� v
�� �
811 Lamar. Suite 310, Fort Worih_ Tcxas 76102
I � M$Q�RIGUEZ, INC.
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P.O. BOX 50187
FORT WORTH, TX 76105
(Address)
Indemnitv �nsurance Comuanv of North America
_ Surety� r
s�: i�l � 1 Y� l� e� �,�"��
� �,r� ��artQ����-�- er� .
Martin A. Prisant
(Address)
811 Lamar, Suite 310. Fori Worth. Texas 76102
(Address)
NOTE: Date of Bond must not be prior to date
of coniract
(1) Correct Name of Contractor
(2) A Corporation, a Par[nership or an
Individual, as case may bc
(3) Correct name of Suretv
(4) If contractor is Parinership all
Partners should execute Bond
(5) A irue copy of Po��-er of Attorney
shall be attached to Bond by
Attorney in Fact.
�
'ower of
ttorney
INDENINITY TNSiIRANCE COMPAIYY OF NORTH A�iERICA
Bond No. KO-6157063
��
CIGNA
795741
Know all men by these presents: That INDE�'ITY INSURAtiCE CO�IPAI�'Y OF NORTH A�IERICA , a corporation of the Commonwealth of
Pennsylvania , having iu principal o�ce in the Ciry of Philadelphia , Pennsylvania , pursuant to the following Resolution, adopted by the Board of Directors of
the said Company on December 5, 1983, to wit:
� 'RESOLVED, That pursuant tn Articln 1.18 end 5.1 of the By-Laws, che following Rula shell govem �he extcu�ion for the Compeny of bonds, undertakings, r�cognizancn, convacv and otha wnongs in tiu naaue
rhereoF
(1) That the Prcsidm� any Smior Vice President, any Vice Presiden�, and Assis�nt Vice Praident or any Attomey-in-Fact, may execum for and on behalCof the Compeny any and all bonds, undertalcing�, recogniuncn,
convacts and other wribng� in [he nawre thereof, the sarne [o be auested whm necessary by'he Cnrporete Secretary, or sny Assietant Corporate Sare[ary, and the seel of the Company af£ized �hereto; and thaz the
Prniden� eny Senior Vice Presidrnt, any Vice President or my Pssistant Vice Prnidrnt may appoint and aufhonze eny other Officer (tlected or appomted) of Ne Company, ant Aunrnrys-In-Fact tn w ezea,m ot
anest m �he execution uf all such writings on behalf of the Compmy and tu �z ihc seal of che Company �hcreto.
(2) My such wridng executed in accordance with these Rule� shall be as binding upon the Compeny in any cue at though signcd by the Praidmt and anated to by the Corporate Secretary.
(3) The signamre of the Praidenr, or a Senior Vice President, or a Vice Praiden� or an Assis�ant Vice Presiden[ and the seal of the Company may be �xed by facsimile on any powa of attomey grenud pursuant to this
Rcsolution, nnd �he signauirc of a certifying OtTicer end the swl of the Company may be afiixed by fatsimile rn eny cenificate of any such powa, end any such powv or certifiute bearing such fauimile signanue and
teal shall be valid and hinding on the Company.
(4) Such other O�cen of the Compeny, end Annmtys-In-Fact shell have authoriry rn certify or verify copia oC this Rcsolution, the By-Laws uf the Company, and any �davit or record of the Company nx.�ssary tn the
discharge of their dutin.
(5) The paasage of this Resoludon doa not revoke any earlier authoriry granced by Resoluuons of the Board of Direcwrs adopted on ]une 9, 195J, :btay 26, 1975, and hlarch 23, 7977 '
� does hereby nominate, constitute and appoint MARTIN A. PRISANT of the City of Miami, State of Florida , each individually if there be more than one
named, iu we and lawful attorney-in-fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and all bonds, undertakings,
recognizances, contracts and other writings in the nature thereof in penalties not exceeding Five Hundred Thousand Dollars ($500,000) and the execution
of such writings in pursuance of these presents shall be as binding upon said Company, as fully and amply as if they had been duly executed and
_' ackowledged by the regularly elected officers of the Company at its principal office.
IN WITNESS VVHEREOF, the said William lungreis , Vice-President, has hereunto subscribed his name and affixed the corporate seal of the said
IPIDENIIYITY L'VSURANCE COMPANY OF NORTH A;14ERICA this 19th day of Augus[ 1998 .
IIYDE�ITY L\SURAu�'CE CO11PANY OF NORTH AMERICA
�
William Jungre�is , Vice President
COMMONWEALTH OF PENNSYLVANIA
COUNTY OF PHILADELPI-QA ss.
On This 19th day of August , A.D. 1998 , before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia
came William Jungreis , Vice-President of the INDE�L�]ITY INSURA��ICE CONIPAutiY OF nORTH A.NIERICA to me personally known to be the
individual and officer who executed the preceding inswment, and he aclrnowledged that he executed the same, and that the seal �xed to the preceding
insuwnent is the corporate seal of said Company; that the said corporate seal and his signature were duly �xed by the authority and direc[ion of the said
corporation, and that Resolution, adopted by the Board of Directors of said Company, referted to in the preceding inswment, is now in force.
IN T'ESTIMONY WHEREOF, I have hereunto set my hand and �xed my official seal at the Ciry of Philadelphia the day and year first above
written.
NOTARIAL SEAL
DEBRA M. MARANO, Notary Public
Clty o( Philadelphia, Phila. Courtry
My Commission Expires Dec 20,1999
Notary Public
I, the undenigned Secretary of I�\DEMIYITY INSURAPICE COMPANY OF NORTH A,vIERICA , do hereby certify that the original POWER
OF ATTORNEY, of which the foregoing is a substantially true and coRect copy, is in full force and effect.
In wimess whereof, I have hereunto subscribed my name as Secretary, and �xed the corporate seal of the Corporation, this 2 5 tdSy of
M�,-�r_ ic�c��
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' �`' .' �r� Debra H. Paziora , Szeret�ry
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THIS POWER OF ATTORNEY IvfAY NOT BE USED TO EXECUTE ANY BOND W1TH AN INCEPTION DATE AFTER August 19, 2000 .
VOT V�LII? IJNLFSS PRINTED ON �C�AL BACi{GRO�.iND
, , _ , ,� , . �
MAINTENANCE BOND
No. KO-G 157063
THE STATE OF TEXAS
COUNTY OF TARRANT
KNOW ALL MEN BY THESE PRESENTS: That (1) I& M RODRIGUEZ, INC. as Principal,
acting herein by and through (2) ISRAEL RODRIGUEZ its duly authorized PRESIDENT and (3)
INDEMNITY INSURANCE COMPANY OF NORTH AMERICA a corporation organized under the laws of
the State of Pennsylvania, as surety, do hereby acknowledge themselves lo be held and bound to pay unto the City
of Fort Worlh. A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort
Worth, in Tarrant County, Texas ihc sum of
ONE HUNDRED EIGHTEEN THOUSAND FOUR HUNDRED SEVNETY FOUR AND NO/CENTS...
(�118.�l74.00) in lawfiil money of the United States, for the payment of which sum well and tnily be made unto
said City of Fort Worth and its successors, said Coniractor and suren� do hereby bind themselves, their heirs,
executors. administrators, assigns and successors, jointly and severally.
This obligation is conditioned, ho���ever; that,
W�IEREAS, the Principal has entered into a certain contract with the City of Fort Worth MARCH 16„
1999 the performance of the following described public work and the construction of the following described public
improvements:
INDIAN COVE WATER EXTENSION
of same being referred to herein and in said contract as the Work and being designated as Project No. (s) PW77-
0G0770153960and said contraci, including all of the specifications, conditions and written instrumenis referred to
therein as contract documents being hereb�� incorporated hercin by reference for all purposes and made a part
hereof, the same as if set out verbatim hcrcin; and ,
WI-�REAS, in said Contract, Contractor binds itself to use such materials and to so construct the work
ihat it will remain in good repair and condition for and during it►c period One (1) Year after ihe date of the final
acceptance of the work bv the City; and
W�IEREAS, said Contractor binds iisetf to maintain said work in good repair and condilion for said term
of
One (11 Year: and,
WHEREAS, said Contractor binds itseLf to repair or reconstruct the w�ork in w�hole or in part at any time
within said period, if in the opinion of thc Director of the Water Departmcni of the City of Fort Worth, it bc
nccessary; and,
VdHEREAS, said ConVactor binds itself, upon receiving notice of the need therefor to repair or rcconsiruct said
work as herein provided.
I� 5
NOW 'THEREFOR�i, if said Contractor shall kecp and perti>rm i[s said agreement tc> 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. Otherwisc this }3ond shall be and remain in full force and et�ect, and said Cin� 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 recovenes mav be had hereon for successive breaches until the full amount hereof is
exhausted.
Wf-�REAS, all partics covenant and agrec that il' any lcgal action be filed upon this bond, venue shall lie in
Tacrant County, Texas; and,
IN WITI�IESS VJHF'I2EOF, this insirument is eYecuted in 7counterparis, each one oF which shall be deemed an
original, dated MARCH 25"', 1999
ATTEST:
'�i ��a��, J�'a��,.�.�
�'` (Principal) Secretaryd
(Seal) I & Nl RODRIGUEZ. LNC.
PRINCLP (4)
BY: �-�t��� � ,�L.t.�
I � V
Titl�(�� �'1-t`'�'1�
, �� ���� �.
Witness as to Principa�
ri��.�a��� t� , t�t�
(Addressl
ATT�S'I': 'r
_1'� F �.� �
� ,/ {Surety Secretary
I
(SEAL)
f �,1�
� �S ld �Ll!`�LV
P.O. BOX 50187
FORT WORTH. TX 76105
(Address)
INDEMNITY INSURA.NCE CiOMPANY OF NORTH AMERICA
su�ety
BY: f �_ .l_1_C��I ,.1;[�,� �
1 (Attorney-in- ) �5�'
��,,� Martin A. Prisant
811 Lamar, suite 310. Fort Worth Texas 76102
(Address)
NOTE: Date of Bond must not be prior to
date of Contract
(1) Corre�K Naine uf ConVactor
(2) A Corporation, a paRnership or an Individual,
as casz may be
(3) Correcl nanie of Surety
(4) if Contractor is Partnership all Partners
should executc Bond
(5) .A true copy of Powrr of Attomey shall be
attached to Bond by Attorney-in-Fac.�t.
FG
'ower ot
ttorney
INDEMNITY INSURANCE COivIPAN1' OF NORTH AMERICA
Bond No. KO-6157063
- 795741
��
CIGNA
Know all men by these presents: Tha[ INDEM�'ITY INSURA,ICE COMP.auYY OF NORTH AMERICA , a corpora[ion of the Commonwealth of
Pennsylvania, having iu principal office in the City of Philadelphia , Pennsylvania , pursuant to the following Resolution, adopted by the Board of Directors of
the said Company on December 5, 1983, to wit:
� 'RESOLVED, That punuent ro Anicic 3.18 and 5.1 of the By-Laws, the (ollowing Ruln shell govem che aeauon for the Company of bondt, undertakings, recagniranw, contracu and otha wriungs in ti�e nanue
thereof:
(I) That the Pr�siden� eny Senior Vice Praident, any Vice President, and Assis[ant Viu Pr�sidenS or any Aanmey-in-Fact may execute for and on behal(of the Compeny any and all bondt, undertakinge, recognizanca,
convacv and oNer writing� in the nawre �hereof, the same to be a¢ested when ne�cssuy 6y the Corporete Seae[ary, or any Assisrant Corporste Secrewy, and �he senl of the Company �zed [hereru; and rhee rhe
Praidrnt, eny Senior Viu Presidmt, any Vice President or any .4�sistant Vice Presidmt mey appoint and euthonze eny other Officer (elected or appointed) of [he Compeny, mt Aaomeye-In-Faa m so aeeate or
attest m �he execuuon of all such wri[ingv on behalf of the Compeny and tn aPfix ihe seal of the Company thaetn.
(2) My such writing axuied in accordance with �hae Rula shell be as binding upon the Compeny in eny rase a� though �igned by �he Prdident and anested m by Ne Corpora�e Secretary.
(3) The signanue of the Preident, or a Senior Viu Preidenr, or a Viu Praiden� or an Assistant Vice Pr�vident and Ihe etal of the Company may be affixed by fanimile on eny powv of avnmey granted pursuam tu �hie
Rcsoluoon, and the signenue of a certifying Officer and the seal of ehe Compeny miy be �xed by faaimile m any certifi�ate of any such power, end any such powa or certificaie beenng 9uch faesimile �ignnnue end
seal shell be valid and hinding on the Compeny.
(4) Such other Offiurs of the Company, and Avnmey�-In-Fatt shall heve authority m certify or verify copies of thif Raoluvon, ihe By-Law� of the Company, and any �davit or record of ihe Company nemsary m the
discharge of their dutia.
(5) 1'ht pazsage of thie Resolution don not revoke any tarlier authoriry granud by Raolutions of the Board of Directon adopte� on ]une 9, 1953, May ?B, 1975, and March 2J, 1977.'
� does hereby nominate, constitute and appoint MARTIN A. PRISANT Of the City of Mlan]i, State of Florida , each individually if there be more than one
named, its we and lawful attomey-in-fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and all bonds, undertakings,
recognizances, convacts and other writings in the nature thereof in penalties not exceeding Five Hundred Thousand Dollars ($500,000) and the execution
of such writings in pursuance of ihese presents shall be as binding upon said Company, as fiilly and amply as if they had been duly executed and
�' ackowledged by the regularly elected officers of the Company at its principal office.
IN WI"NESS WHEREOF, the said William Jungreis , Vice-President, has hereunto subscribed his name and affixed the corporate seal of the said
LYDE�IITY ItiSL'RA,1'CE CONLPAir'Y OF NORTH AMERICA this 19th day of August 1998 .
w�, 11r�ErINITY INSURANCE CO11P.Ai�IY OF NORTH AMERICA
� `�� "�� +�� '
.'� • 3.� •r 7 " �� � �
» a
a rt����'� �s; � .
��•�,.:�� William Jungre~is , Vice President
COMMONWEALTH OF PENNSYLVANIA
COUNTY OF PHILADELPHIA ss.
On "Chis l9th day of August , A.D. 1998 , before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia
came William Jungreis , Vice-President of the LYDE�L�IfTY INSURANCE COrIPANY OF NORTH .A�yiERICA to me personally known to be the
individual and officer who executed the precedi�g inswment, and he acknowledged that he executed the same, and that the seal affixed to the preceding
insvument is the corporate seal of said Company; that the said corporate seal and his signature were duly �xed by the authority and direction of the said ,
corporation, and that Resolution, adopted by the Boazd of Direc[ors of said Company, referred to in the preceding instrument, is now in force.
IN T'ESTIMONY WHEREOF, I have hereun[o set my hand and �xed my official seal at the Ciry of Philadelphia the day and yeaz first above
written.
NOTARIAL SEAL
DEBRA M. MARANO, Nonry Public
Clty M Philadelphia, Phila. Courriy
My Commissan Expiras Dec 20.1999
��� �f7 ' �'�1.�.�.,{�i
Notary Public
1, the undersigned Sec�etary of INDE�IIVITY IPiSliRANCE CObIPANY OF NORTH Ar1ERICA , do hereby certify that the original POWER
OF ATTORNEY, of which the foregoing is a substantially we and corzect copy, is in full force and effect.
In wimess whereof, I have hereunto subscribed my name as Secretary, and affixed the corporate seal of the Corporation, this 2 5 tdaY of
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THIS POWER OF ATTOR.�IEY MAY NOT BE USED TO E,}CECUTE ANY BOND WITH AN INCEPTiON DATE AFTER August 19, 2000 .
�1GT VAd.ID �Ti+I�.E.SS P�2I`idTED (�i'd T�AL BACKGRi�[,iN'�
' �.
; • 1 1� •
TO: CITY OF FORT WORTH
NAME OF PROJECT:
PROJECT NUMBER:
IS TO CERTIFY THAT :
Date;
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
Worker's Compensation
Comprehensive General
Liability Insurance (Public
Liability)
Blasting
Collapse of Building or
structures adjacent to
excavations
Damage to Underground
Utilities
Builder's Risk
Comprehensive
Automobile Liability
Contractual Liability
Other
Locations covered:
Descnption of operations covered:
Limits of Liability
Bodily Injury:
Ea.Occurrence: $
Property Damage:
Ea.Occurrence: $
Ea.Occurrence: $
Ea.Occurrence: $
Ea.Occurrence: $
Bodily Injury:
Ea. Person: $
Ea. Occurrence: $
Property Damage:
Ea. Occunence: $
Bodily Injury:
Ea.Occurrence: $
Property Damage:
Ea.Occurrence: $
�
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.
Aeenc��
Fort Worth Aeent_
Address
B S�
Title
,
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,
?RODUCE� `' � TNIS GER�"MFICATE IS 15SUED AS A HAAT"ER OF INFGRIIqArlON
I 4NLY '.1ND COtdFERS NO R;OHTS UPON 7lIE CER71F1CATE
l�Al;L HbfFMEY=�i 1fJSlli�ANCE SERVICE5 Hl7LDE:R. 7Ni5 CEf�71FICATE DOES NOT AMtND, EXTENA OR
� 114 OLD GUN BAf2REL ! tv., SO.. 5TE. G � ALTER TNE CCVERAGc AFFI�RDE0 BY THE POL�CIe3 elELOW.
; P.U. �iQX 5556 COMPAMIES AFFOiiDiTJG C04'ERAG� .. _ _. . , _ _,
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C°RTfFir,FT= �vSAY 3E lSSL�ED GZ MAY FEBTAIN.'HG INSURl+NCE AFF0RUED 6 Y 71r' P�UCIES DESCRIBEC� HEREIN IS SUBJECT 1'C AU_ THC TERME,
ck'CLUSIO�d5 ANC i:L`N0?I0NS 0F SUCH PO�iC'�[S Llt.41TS SNUI'�Ml hbA'i 41�VE B==iJ ��C!'Cc�' BY PAID CL.AiMS _, _____ ___ '
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. - �a;acoFta �o�oRai�ior►'��aes 4
CONTR.ACTOR 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-
060770153960
J & M RODRIGUEZ, INC.
i�tte
% �
.� �'��I��'
Date �
STATE OF TEXAS
COUNTY OF TARR.ANT
�
§
�/1 �
BEFORE ME, the undersigned authority, on this day personally appeared ��►�-, )� �' _'�c' �� �, r
known to me be the person whose name is.suhscri�ed2gthe fqregoing instrument, and acknowledged to me that`he
executed the same as the act and deed of �, r�( C.nS�u'''�' � G t, ,`.� J for the purpose and consideration `
therein expressed and in the capacity therein stated. (���
�r N UNDER
I� ,� �l 1 � ��D
. �-'
- r
AND SEAL OF OFFICE this --�� _day of
; �,+�** � TANYA M! R0 �,
� N�TARY PUBLIC °
; ���f.��l'i � State of Texas �'
�,'�or�� Comm. Exp 08-02-2001 '
�.,,r, �
'•' •►r.���
THE STATE OF TEXAS §
COLTNT'Y OF TARRANT §
THIS CONTRACT, made and entered into MARCH 16. 1999, by and between the City of Fort
Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City
Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and I
& M RODRIGUEZ, INC., of the City of FORT WORTH County of TARRANT and State of
TEXA , Party of the Second Part, hereinafter termed "CONTRACTOR".
WITNESSETH: That for and in consideration of the payments and agreements hereinafter
mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second
Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete
certain improvements described as follows:
CONSTRUCTION OF INDIAN COVE WATER EXTENSION
And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his
(their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools,
superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the
said construction, in accordance with all the requirernents of the Contract Documents, which include all
maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the
specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been
identiiied by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's
Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort
Worth Water Department General Contractor pocuments and General Specifications, all of which are
made a part hereof and collectively and constitute the entire contract.
G1
The Contractor hereby agrees to commence work within ten (10) days after the date written
notice to do so shall have been given to him, and to substantially complete same within the time stated in
the proposal.
The Owner agrees to pay the contractor in current funds for the performance of the contract in
accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the
Contract Documents and all approved modifications thereof, and to make payment on account thereof as
provided therein.
IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 7
counterparts in the year and day first above written.
Citv of Fort Worth. Texas (Owner)
Party of #he First part
.
BY; `�.
ASST. City Manager
I & M RODRIGUE7. IN�,
:
.
CW
Contractor
�,
� �
I
By: � -�4 ti.t.�
� I1 �
Title: �,�,r .� ' , �
� _ ,, — -
APPROVED:
�� "� +L.12�'� _�'-1��'� Pn
A. Douglas Rademaker, P.E. Director
Deparhnent of Engineering
cw
I�4M�x.�IA
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, �`/,
�� +,���� -:� ? +,�,� �-
�,�-<' c �r�
t_ �
�City Se�retary
(Seal)
WITNESSES:
Approved as to Form and Legality:
���
�
Gary Steinberger, Asst. City Attorney
��- 1�3a/
Contract Authorization
✓ � ��J ��C�
Date
�
GEOTECFINICAL INVESTIGATION
LAI�E 1�VORTH
WATER SYST�M T\�IPROVENIENTS
FORT tiVORTH, TE\AS
Ti��1I REPORT NO. FE94029
TO
POE ENGINEERS, INC.
rORT �VORT�T, TE\AS
BY
TERRA-NtAR, I�'C.
D�.LLAS / T'ORT �VORTH / IIOUSTON
NOVEII�IBER 199�
(P:1\l'ORDG�I'L•9�RL•PN' -t029C.DOC)
- . _ _ • • . -, �'�� - -- �"
i.
�
i CK'l'�i14,�'�
.�_ ^
Consulting Engineers • Geotechnical • Envi�onmental • Co�struction Materials Testing
POE Engineers, Inc.
6�S0 Manhattan Boulevard, Suite 210
Fort Worth, TeYas 761?0-1292
FORT WORTH • DALL.�►5 • HOUSTON
November 3, 1994
Report No. FE94029
Attn: Mr. H. Wayne Barton, P.E.
Vice President
GEOTECHNICAL INVESTIGATION
LAKE WORTH WATER SYSTENI LI�IPROVEMENTS
FORT �VORTH, TE�C�S
Gentlemen:
Submitted here is the report of our geotechnical invest;�ation relevant to design aspects of the
referenced project. The study was performed in accordance witli our contract dated September
21, 1994.
We appreciate the opportunity to assist on this project and trust that our field and labora�ory data
and en�ineering recommendations will be of assistance in your desi�n e�orts. Please cail if there
are any questions, or when we may be of further service. Two unbound copies of the report have
been provided, alon� with one bound copy.
Sincerely,
TERRA-MAR, rnc.
� • rv� �r 0_
,�'c��...Y , � -
Nasir Marakali, E.I.T.
Staff Engineer
(Pc��l'O R DG�.['L• 94 R f•.P'Tl9aQ?9 L D1�C)
lt4�0 Grav�r l Drive; 6idg, 43, �ort Ww�tft, 7cxas 7611 �! Ptsene z�! 7�-i13+Ss
PART 1 - TNTRODUCTION
1.1 PROJLCT D�SCRIPTIOti
It is proposed to improve the water system in an area focated alon� ihe south shore of Lake
Worth, and extendin� along the north Access Road of Highway S20, ►n Fort Worth Texas. The
site configuration is shown on Fi<vures I throu�h 3, attachcd.
Based on available information tlle diameter oF the water line will vary from 8 inches to 22 inches.
Tl1e deptli of tl�e flowline will be approximately 3 feet below ground surface.
1.2 PURPOSE AND SCOPE
This investi�ation was designed to evaluate subsiirface conditions at the project site, and from
those data to develop recommendations to be used in tl�e e�cavation, construction, and bac�llin;
oper.ations. Our services included:
obtaining samples of subsurface formations and measurement of groundwater
levels;
2. evaluation of ;eneral soil, rock, and groundwater conditions along the proposed
water line alignme;�ts for tlle purpose of definition of excavation conditions;
3. performing field and laboratory soil tests for classification purposes and to evaluate
the consistency of subgrade soil and rock strata; and
4. providin� recommendations for desi�n lateral loading of trench boxes, allowable
bearin� pressure for tl�il�st blecks, and backfillin� of trenches.
PART 2- FiF.T,TI ANTI I,qTi(�RATORY TNVLSTTG�TTONS
2.1 FIELD INVESTIGATION
2.1 1 Test Borines,
Subsurface conditions in tl�e aress enconlpassed by tl�e project were evaluated by forty six test
borings, drilled in locations sp�ced at a����roximately 500 feet center -to-center alon� the proposed
water line alignment. Tl�e locations are sl�o�vn approximately on the Plan of Borings, Figures 1
throu�h 3. Sample deptl�s, soil descriptions, and soil classifications (based on the Unified Soil
Classification System), are sl�own on tlie Lo�s of Borin�s, Figures 4 through 49. Keys to
descriptive terms and symbols used on tl�e lo�s are presented on tl�e Key to Terms and Symbols,
Fi�ure 50.
�r•:nt-ORDG�fC9aarr•i�.�an��iz.n�c� r�s� i orc
TF3�A-NI�� .
Undisturbed samples oF tl�e coliesive sub�rade soils were obtained usin� a Shelby-tube sampler.
Consistency of tf�e soils was evaluated in tl�e field usin� a calibrated hand penetrometer. The
results oF tl�ese determinations are tabulated at tl�e respective depths on the borin� lo�s. Non-
cohesive and slightly cohesive granular soils were sampled using a split-tube sampler used in
conjunction with ihe Standard Penetration Test (SPT). In this test, the sampler is driven into ihe
undisturbed soil using blows from ] 40 pound drop hammer, falling 30 inches. The number ef
blows rec;uired to drive the sampfer throu�h tl�ree six-incl� increments is shown on the borin�
lo�s.
At borin� locations B-10, B-1 l, II l4 th�-ou�h B-?7, B-?9 throu�il B-31, B-36, B-4? through B-
44, and B-�6, �veathered limestone rock ��as encountered at re!atively shallow depth. The
strength of ihe rock stratum was evaluated by means oFTHD Cone penetration tesis. The resuits
of these determinations are tabulated at tl�e respective depths on the borin� logs.
2.12 Groundw�ter Obse.rv�tions
All borin�s were drilled usin� dry ai��er methods. Ground��vater observations were made in open
boreholes at completion of drillin� and at�er a minimum peried of ?4 hours. All borings �vere
backfilled and pavements patched after completion of the 24 hour water readin�s. De:ailed
�roundwater level meast�rements at tl�e individual borin� locations are noted on t}Ie Lo� of
Borin�s.
?.2 LABOR-�TOR1' 1\r1�ESTIGATION
2.? 1 Laboratory Tests
Engineering characteristics of the soils were evaluated by tl�e fol(owin� laboratory tests:
(1) visual and laboratory classification (Unified Soil CiassiEication System);
(?) natural moisture content and unit dry density;
(�) Atterberg limits;
(4) Unconfined Compression on undisturbed soil samples;
Test procedures and results are described in follo�vin� sections.
22? Classification Tests
Field classification of soil samples were verified in the l�boratory throu�h visual classific�tion of
samples by a �eotechnical en�ineer. Samples were classitied accordin� to color, texture, ''
predominant material type, and consistency.
Laboratory tests ���ere perFormed on representative soil s�mples to determine natural moisture
content, and lic�uid and plastic limits. These tests were performed in ;eneral accordance with
ASTM Ntethods D-2? 16, D-4?3, and D-4?4, respectively. Classification test results are tabulated
at the correspondin� sample depths on the borin� lo�s:
Both soil classification test results and visual soil classifications are used to determine the Unified
Soil Classification System symbol(s) for each generalized soil stratum. These symbols are shown
�r:;��'C�RI)G'•t'T:9.i:ri� r�an��iz.nc�c•� r:,s� : or�
. - � TE3�!?A—MAlt .. —
on the borin� logs. Procedures for determining the classification are in accordance with ASTi�1
Nlethod D-24S7.
2 23 Unconfined Comoression Tests
Unconfined compression tesis were performed
from Shelby tubes. In tl�is test, a cylindrical
approximately 2.0 is stibjected to an axial load
applied at a uniform strain rate until tl�e peal<
strengtl�s determined from tliese tests are sl�o��m
depth together with natural moisture content and
performed in compliance with AST\�1 D-? 166.
on undisturbed cohesive soil samples extruded
specimen havin� a height-to-diameter ratio of
without lateral confinement. The axial load is
compressive stress is reached. Compressive
on the borin; lo�s at the correspondin� sample
dry density oF each specimen. These tests were
PART 3- STTE AND SUBSURFACE CONDITiOi�'S
3.1 SITE GCOLOGY
The primary �eoloeical %rmation L�nderlyinR the site west of intersection of Heron Street and Las
Vevas Trail is the Paluxy Sand, Cretaceous sedimentary deposits. The Walnut Clay Formation,
also a Cretaceot:s sedimentary deposit, is tlle primary formation for the portion of the site east of
tl�e intersection of Heron Street and Las Ve�as Trail and south of the intersection down to
Higllv��ay S?0 Service Road. Tl�e pri���ary ;eolo�ic formation underlying the rest of the site is ihe
Goodlard Limestone Formation.
3.? SUBSURF'ACE STP�.�TIGR4PIIY �1�1D GROUNDtiVAT�R
3.21 General
The subsurface materials alon� tlie m�jor;ty of tl�e water line ali�nments consist primarily of
medium to high plasticity stirficial residual clays, overlyin, the Eimestone formation. Some clayey
sand and silty sand soil materia! was encountered along Heron Street. The upper portions of the
limestone formation exhibit varying de�rees of weatl�erin�. The subsurface materials at the sites
can �enerally be �rouped into tl�ree strata. Tl�ese strata are described in the following para�raphs.
�.2? Residual Clays
In general, ihe near-surface clay soils consisted oP bro��rn, tan and gray clay, silty ciay, and sandy
clay material, with depths ran��n; between one and five feet. Measured Liquid Limits of the clay
soils ran;ed from 32 to 60 percent. Plasticity Indices ran�ed from 17 to 37. The so�l
classification of these materials is CH to CL Tlie clay soils contained reck fraRments, gravel, and
calcareous particles.
3.23 Sand
In �eneral, the sand soils consisted oF bro��m, tan, ;ray, and oran�e sand, clayey sand, and silty
sand, with depth ran�in� between one and fi�•e feet. The sand soils �ene�ally consisted of loose to
(P:��l'OI2DG'�CC9aRLPT�94p29R.DUC) Pige 3 ofG
.. r�a-�i .-- . . --
�
very dense material. I�'IC1SU1'CCI LICILIICJ LlIl11lS of tl�e sand material ran�ed from 20 to 23.
Plasticity Indices ran`ed From S to 8. Tl�e sand soils contained �ravel, calcareous particles and
iron sta;ns.
3.?4 Weatl�ered L,imescone
Tan �veathered Limestone was encountered in afl borin�s except Borings S-I throu�h B-9, B-28,
B-32 throu�l� B-;5, 8-37 throu�h B-41, and B-45. Tl�e deptl� of tl�e limestone formation ranged
between 0.5 and 4 feet.
Details of ihe composition and physical characteristics oFsubsurface materials at specific locations
are sl�own on tl�e Lo�s oF Borin�s.
3.25 Groundwater
Groundwater was not encountered durin� drillin� operations or after a period of approximately
24 l�ours. A11 borin�s were backfilled and pavements patched after the completion of tl�e 24 hour
water readings. It sl�ould be noted tl�at �roundwater can fluctuate with seasonal variations in
rainfall, surficial runof�; and water in nearby waterways.
P,�RT 4- ANA LYSES f1ND RECO�I1�iF.NDr�1TTONS
=�.1 E,l'CAVATIO\TS
4.11 Subsurface Materials
Medium to higl�ly plastic residual clays, ��eatl�ered limestone, and some sands are present within
the proposed excavation deptl�s of tl�e water lines. Tl�e clays are generally stiff to hard in
cons�stency, tl�e sands are loose to very dense, and tl�e «�eathered limestone moderately hard to
hard. No percl�ed groundwater �vas present �.vitl�in tl�e proposed excavation depihs. It is
anticipated that rock excavation may proceed satisfactorily usin� heavy backhoes fitted with rock
buckets. Blastin� should not be reqt�ired.
Groundwater, if encountered at tl�e time of construction, should be controlled during excavation.
Dewatering measures should be instituted, to allow excavation and construction to proceed safely
within a dry work are�. Measures should be instituted to protect the excavation durin� perieds of
rainfall, when surface water may be cl�anneled into tl�e excavation bottom.
4.1? Trench Backfillin�
All trench backfill above the pipe beddin� materials should consist of site excavated clays, sands,
and limestone fra�ments. All rocl: ft"1�?I11Cf1�S I11VII1� il 111c�X1I11U111 C�IIIIeIlSl0f1 lil eXCeSS Of S1X 111CIleS
should be removed from the backfill. The bac!<till shoulcl be compacted in lifts having a maximum
compacted thickness of eiryht inches The backfill fill should be compacted to an in-place de�sity
oF at least 90 percent oFythe maximum dry density as obtained in the laboratory compaction
procedure AST��( D-69� (Stanciard Proctor). Fill placed beneath pavement or at depths of over
five feet below surface �rade should be compacted to at least 95 percent of the maximum dry
(F.���'ORDG'.?'L•9aRCP"I19�0?9R.nnC)
--- �-- -. .._... _ �rt14-�►ri
� , -
P��t 3 uf 6
density as obtained in the laboratory compaction �rocedure ASTM D-69S (Standard Proctor).
The moisture content of the compacted fill should be in the range of two percent be'ow optimum
to five percent above optimum.
4.? TIIRUST BLOCI{S
Tl�rust blocks are planned due to bends in tl�e waterlines. Stations and elevations were not
provided by Poe En�ineers, Inc. Based on available inFermation, t}�rust blocks will be placed at
depths oF aoout tl�ree to four feet be(o�v existin� �rade witl� a soil cover of approximately three
feet from the top of the concrete blocks.
In Undisturbed Residual Clav - Allowable lateral soil loadin� for earth-formed thrust blocks in
undisturbed residual clay soils is 3,000 pounds per square foot (ps�. Blocks must be cast in
contact with undisturbed clay. No backfillin� or formin� should be allowed. A1! loose materials
should removed From tl�e excavation prior to concretin�.
In Undistt�rbed Sand - Allowable lateral soil loadin� for elrth-formed thrust blocks in undisturbed
residual sand or clayey sand soils is ],500 pounds per square foot (ps�. Biocks must be cast in
, contact wrth undisturbed sand. No backfillin� or formin� sheuld be allowed. All loose materials
� should removed From the e�cavation prior to concreting. If the excavation sides will not stand
unsupported prior to concretiny, the sides m�y be sloped, the thrust blocks formed, and the area
adjacent to the thnist blocks backfilled in accordance ���ith compaction specifications �iven in
� Section 4.1?. 1n tliis case an allo�vable lateral loadin� of 1,000 pounds per square foot should be
used in desi�n calculations.
In Weatfiered Limestone - Allo�t�able fateral soil ]oadin� for earth-formed thrust blocks in
undisturbed weati�e;ed limestone is 7,000 pounds per square foot (ps�. Blocks must be cast in
contact with undisturbed rock. No backfillinv or formin� sllould be allowed. All loose materials
should removed from the eYcavation prior to concretin;.
4.3 LATERaL LOADS FOR SELECTION OF TRENCH SHI�LDS
Based on available information, it is antici��ated tl�at trencil sl�ields maybe used to protect workers
in tlie ti�encl� e�cavations. B�sed on tl�e worst-cnse soils encountered in the test borings, and
assumin� drained soil conditions, it is recommended that trench shields be designed to car.y
uniformly distributed lateral loads on tlie order of 20 pounds per square foot, per foot of trench
depth (i.e. for a five foot deep trencl�, tl�e trench box sl�ould be desi�ned to carry uniform lateral
loadin� of 100 pounds per square fooc).
{P:\�VORDG�I'L9�RL•PT�940?9RnOC) P�ga 5 of6
. TF3�2A-1M�Z -- -. ...
PART S - LTMiTATi01�'S
This study was conducted for the exclusive use of Poe En�sneers and the City of Fort Worth.
The findings and recommendations presented in this report were based on a discrete number of
soil test borings. Althoti�l� our field personnel visually survey the site for surface features
indicative of variable soil conditions (fill, borrow or draina�e areas, etc.), subsurface conditions
may be encountered that difE�er From these data. In this case, we should be notified immediately so
that the ef�'ects of tl�ese conditions on desi�n and construction can be addressed.
The reproduction of t{�is report or any part thereof, in plans or other documents supplied to
persons other than ihe owner, sllould bear lan;ua�e indicating that the information contained
therein is for �eneral desi�n purposes. All contractors referrin� to this geotechnical report should
draw his or her o�vn conclusions for biddin� piirposes.
�r•:���roa���r•e�aRcrr�aoz�a.noc> rz;z 6 or�
- - . - Tf7�ltA-MAR _ . -
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•� PLAH pF $4RINGS
r€A�k-u�R r�c. FE9l.Q29
�� - FlC7U1kE' S
PLATE
I
7E�iA-lilNlft ��—
, � W a Nor1l
�} ' • •
��,� �,t�� � � � ' - • .
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�PLAN OP B0RINGS
�TERR�-YAR NC.I �9I-029 II
Na+rH FIGUAE 2' I
PLATE I
,_„_ „ .. -.,, ,_�
�� �:.:,_v:.� �•�
�
.�..,.a.�y
TI(is
FE44-024
FCGUR� 3
PLATE
I
LOG OF BORING
BORING B-1
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-5-94 Elev.: 603 +/- Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: 10-6-94 was: Dry
Depth to caving wtien checked: 10�-94 was: 5.0'
, ELEVATION/ SOIL :;tt�OLS MC Il. PL -200 D.D. P.PIIi UNCQN.
D� sar.�� � srr�ors DESCRIPTION
(feet) & FI� TESS' DATA A � % PI X pci tsf Csf
603 — 0 i •- -
, -------------------:--------:----------------------- .... .... ..
3/6.00 ....... ...... ....... ....... .........
s/6. oo S� to very suff reddish brown
{ ,��I i�/6.0o silry CLAY w/ calcareous pamcles
�� I
�
_ t� I
bo2 --i '. �� I
8/6.00
10/6.00
14/6.00
� 601 � 2
� -I-3
599 -;-4
598 --5
I
16 34
14 20
� I
(CL) �
_�._��------------------ --------------------__ ... . ...... ....... .... .
..
Hard brown siltv CLAY w/ calcareous 15 117.6 4. s�� s: �9
inclusions, calcareous nodules & �
iron stains
597 �6
596 -I-7
.I.
Notes: Completio❑ Depth: 5.0'
(CL)
T�RRA-[VSAR. CNG.
� �
i �
�
i �
I
h
I
FIGURE NO.: 4 I
�
LOG OF BORING
BORING B-2
Project: Lake 1�'orth Water System Improvements
Date: 10-5-94 Elev.: 601 +/- Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: 10-6-94
Depth to caving when checfced: 10-6-94
EZEVATION/ SOIL SYMBpIS
°� s.ar�'� srr�ors DESCRIPTION
(t�t) a FIELD TES'f DATA,
601 --0 - ---------------------------------------------------
� v •.6
lo •, y, 2" Asphalric Concrete
� I�.�� �° �. 10" ran gravelly sandy clay w/
i° .'�-�
•- �� � �-�� trace asphaldc concrete Base
� b_��
y::s . v�
d .v' c-�_
�'-� v �9
-- � a .� � (PAVEI�iENT)
600 --i � .�:s�.
ya° � a� Brown Qravellv clavev SAND�—�-----���_
_ ,7'—,u '
_ .���
�` ? ry �P' •
599 --2
�.��' , .
�•
. ��r•�
_ ;� �'i �:
— .�
�' � �$C�
59
Projeci No.: FE94-029
was: Dry
was: 5.0'
hiC LL PL pi I-2D0 D.D. P.P£.*I UNC�N. ,
% % % X pcf ts! tsi j
. ..... ..... ..... ...... ....... ........ .........
7 21 16 5
8 -3 •-• ... ....... .................
- �----------------------------------------------------- - .. ..-- -•-•�----�
S/6.00 7 20 15 S 39
„ :: �: : c: a�6. oo Loose to medium dense siltv fine
s/s. oo SqI�1D w/ qlcareous particles
- :I:
_" .�::
-- : :i� :,i
597 --4 � =!�
:�:
., '�:'I:
.. � : : : i�i - 5/6.00
_ t : : : :�: � 6/6.00
' ,I 9/6.00
596 --5 � :I' - � M
� =1:
.. ;I;
.. � ]I:
... � :j;
4 : " :;:
.,. k :I'I'j:i:
;i: • _. (SC1
SQS --,� f :;:I:':I: � �
59� --7
Notes: Completion Depth: 6.0'
FIGURE NO.: 5
- TErIRA-MAR, INC.
�
� ---- .. __.- --....
LOG OF BORING
' BORING B-3
�
Project: Lake Worth Water System Improvements
Date: 10-5-9�3 Elev.: 616 +/- Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: 14-6-94
Depth to caving when checked: 10-6-94
ELEVATIOlJ/ SOIL SY!ffipL$
o� s,ar�r�x sYr�oLs DESCRIPTION
( f ee t) � F I EZD TEy'1' DATA
616 0 —•--------- .____�_.--
-- ---------_•--_.------
' `�'' ' 125",�m naluc Concrete
a.'�a'' 3/6.00 ".'t'
�-�--7�° 2/6. o0 10.75" brown �avelly sand Base
'�'} `��' 19/6.00
- ?'?'4a
G 4 ,4' � P
�- a.-a.y
� 3+ o a�
r�.'Y So'
- [.'a,�a7
��.=�:. r.� (PAVEMENT)
615 --1 s. v a.o. � _�. _----
�� � Medium dense grayish brown siltv
� ���'� = SAND
. :I: '
614 I 2 " '� 7/6.00
� ' I : : -: 6/6 . 00
�c � � 12/6.00
_ li�: �
:1= ,�
613-3 �:; -
:�=li=
:I:I: ���
10/6.00 � --------- -�_._ .... .....
............... .. — -.. _...... .........
:�: i i/s. oo Very sriff tan &�aysar� dy SILT 1 i �s
:_: p �s/6. oo w/ calcareous nodules & uon stains
612 --4 • •
: ��
611 --S —
Project No.: FE94-029
was: Dry
was: 5.0'
MC LL PL pI —2�0 D.D. P.PF27 UNC�N.
% % A % pcf tsf tsf
610 --6
I
�
I6Q9 --7
�I
�l
� Notes: Completion Depth: 5.0'
FIGURE NO.: 6
, _ r�Qn_nnnR wr
- - _...,r„ _ _ -. _ ... ....--- � -�---,
LOG OF BORING k
BORING B-4 �
� Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-5-94 Elev.: 617 +/- �ocation: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checfceti: 10�-94 was: Dry
Depth to caving when checked: 10�-94 was: 4.4'
Q= �AT I�� S0 I L SYHBpL5 MC Il. PL -200 D. D. P. P�?I � UNCCN . I
°�x s.�r� s�or..s — DESCRIPTION %% % PI J% P�, ts� �Sf I
{ f ea �) � F I IID T"rST DATA
617 -- 0 • . i � 7/6 . 00 - - - - - - - - - - - . . . . . . . . . l . . . . . . . . . I
- ------ ---- ---- ----- -- ---- -- --- - ------ -- --- .... ..--
...... ....... .......
— �'�;' �/e. oo Medium dense yellowish brown clavev
`- ', ��; �/s. oo SAND w/ ralcareous particles & I
trace calcareous nodules
��•x
; �r
. �_��
/�;��„� �SC� �
616 --1 '� ,_ ....,._..
------ .... .... ......... _..... ....... ....... .........
Very sriff to hard yellowish tan
= sandv SiLT
__ ;,12/6.00 11 57
16/6.00
_ : 21/6.00 I '
615 --2 • '
.. : I
I
. 614 �-3 • ?3/6.00
_ 28/6.00 I
� 50/4.50
� � i
� i
�
613 -I-4 �
I '
- � — (�> .
- i
biz --s �
�
I
' 611 --6
�
�
6'10 -I- 7 �I
I �
Notes: Completion Depth: 4.4'
�
I
FIGURE NO.: 7
T�Fi�A-�AA�_ 1N�'
LOG OF BORING
BORING B-5
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-5-94 Elev.: 604 +/- Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checiced: 10�-94 was: Dry
Depth to caving when checked: 10-fi-94 was: 5.0'
II�VAT I ON/ S0 I L SfT�OL$ MC L,L, P? -200 D. D. P. P�1 UNCQN .
�� sv�r� srt�ois DESCRIPTION %%� Pr % �f csf Lsf
(feet) tr FiEID I'�Si DATA
604 —0 -. . . . � _�-___-----------------•----------•----------------
s/�.�Q I}, ... .... ...... ....... ....... _........ �
.:'.: g/s.ao ve stiff brown sandv CLAY w/ -- ... I
�: s,re_4�s trace gravel & calcareous particles
— �
— ' .:;
, ��
603 --1 ��—, ...... ....... ........ .........
— --- -------- �CL) ---------��_ .... ..... .... . .....
Ve sriff broum to reddish brown
� �+�'� siltv,CL4Y w/ calrareous particles �
- '� ,� � & calcareous nodules !
_ ,�n� �` 7/6 , 0L] 15 35 15 20
_ �'��� � TS/6.04 I
602 --2 � �
I �
_ I.�
✓t I
�- r. "
� � -
601 -- 3 I � "— I
•- �r
✓ /
�
�+ $�6.Q0 I d
_ /�� lE'./Cs _ 40 �
'�rM 13fb.00 �
f�}li —4 /'; � /' i
� I
— ,�,� � r � � �
� ,�� �„ I
r f � �
�
'� I (CL)
s� —s �r. i-,� _ "
Notes: Completion Depth: 5.0'
I
FiGURE NO.: 8 �
i�RA-MAR. l�C.
LOG OF BORING
BORING B-6
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-�-94 Elev.: 612 +/- Location: See Figure 1
Depth to water at completion of boring: Dry
Depth 10 water when chec4ced: 10-6-94 was: Dry
Depth to caving when checked: 10-6-94 was: 5.0'
' I II�VAi I ON/ � SO I L StiBOL5 [1[ u, pL -200 D. D. P. PE�i U?ICON .
D� su�� srrffioLs � DESCRIPTION x x x � PI x �r I c5t cst
(Leet) & FiEID 7E$i DATA _
512 = — 0 �— - ------- --- -------------------------------- .... ... ::::�:::: ::.... ....... .................
------ --- •
,- -�- �- 8/6.00 ` �'.0.75" Asphaltic Concrete ------= '_ .ii. �� �s a --.. ... .. . _.� .. - .
' !'=i • 5/6.00 �--------- ------------------------------
•`, ��; " 4/6. ao Loose to medium dense brown to
` �y='• � yellowish brown clavev silry �e
''I% ` i SAI�ID w/ iron stains & calcareous
;
.I'w: f. paivcles
:�'�' F '
611 —1 �',�I'. � '
i�,l'�• I
_ .
_ �JI�r "
'�F�f
— r � S/b.00
f + •' �- 9/6. 00
�% 11/6.00
� �;
� �,.�: "
610 --2 �'��{ -
_ ; �� �
✓:
— ,�,��I`� �
_ f -Ipx-�<I�� � �
609-3 y�;�,�- �
!'
�����
F` 7/6.00 8 47
9/6.00
_�� �� � ; 19/6.00
: 1.
608 - 4 .= ��
�. 'I�'
"I'.I�
. . i �4'��w,
I •��
- � ;.� :�;�':• (SC-SM)
607 --s � _ �
605 -��'
Notes: Completion Depth: 5.0'
FIGURE NO.: 9 !�
TERRA-MAR . I NC'
i __ - -- - . - _--_ --
LOG OF BORING
BORING B-7
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-5-94 Elev.: 618 +/- Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: 10-6-94 was: Dry
Depth to caving when checked: 10-6-94 was: 5.0'
— .
I �Z.5VATICN/- SOIL SYltBpLS I�� I u, pL PI -200 D.D. P.PE`I �UNCCH. I
o�'x s,ac��x srr�oLs DESCRIPTION � � % �f c5r es�
� i f� �) � F I II.D TESi' DA?A
618 � 0 — ---------------------------------------------------- �.... .... .........
•� •'�' 6/6.00 M�ium dense brown claveY.SAND w/ .... .... ...... ... ... .. ....
'�� 6/6.00
� ��i - i 6/6. 00 calcareous particles & grave!
I��� �J�
I F /
r • 1�,.
� �.t...
�
�
,�e•i
6'17 —1 r�' � �
,_ �^`�`' .
�' I i
.r, � - .
f�� . h
S _
� f;z;fi ,
✓°�s = . 5/6. 00 6 27
i'"-`i'�.. • 6/6.00 � ,
_ .ff y!�'" 11/6.00 �
�r � ,
616 — 2 ,�` ,
f ,�� .
� ''.;,�
t'��!,
� .�;��.�
;. ���. .
� ,�..� ..
t �;.�,`
I '�y�°- I
615 I 3 :':.%�� —
''�,.r'.� i. I
; �" ;: 1 (SC) �
�� ��=.'i; --�-- �� ..... .........
i
---------_____...,� .... . ---- ---- ----- --
— r 5%6.00 Sriff btowll silty CLAY w/
��� 6/6.00 C3�C3tepU$ j�BI'tiC�2S �
614 =4
i I
I '
I
613 —5 —
�
�
612 I 6
.I_
�
-�-
611 --7
Notes: ComQletion Depth: 5.0'
�
TFRRA-MAR Wr'
FIGURE NO.: 10 II
i -- ._ _ .::.
LOG OF BORlNG
BORING B-8
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-S-94 Elev.: 605 +/- �ocation: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: 1(}-6-94 was: Dry
Depth to caving when checked: 10-6-94 was: 5.0'
I ES�.VAT I 0N/ S0 I L SYPffipL5 !fC ?1, PL -200 , D. D. ' P. PQ7 U2:CCN .
D� s�r� s�r,so�.s DESCRIPTION %% % PI % �f , csf Ls:
(Ceet} fi FIEL� TE� DATA ,
605 -0 -�------------------------ --------- . . . . . _ .. .... . .. . - - - - - . . _ . . _ . . . . . .. . . . . . . . . . .
�+���i ��b.00 Stiff to hard reddish brown siltx
S/6.00
r�; a/6. oo CLAY w/ calcareous pardc3es &
� � trace �avel I
604 -I-'1
603 -�-2
602 -�- 3
601 - 4
boo --s
599 --6
598 --7
10/6.00
18/6.00
29/6.00
(CL)
14/6.00 -:._ .----__�_._.... _�____------ ' . . ...........•••.. .. ....
' ••• .. .............
Zo/6. oo Hard brown siltv CLAY w/ limestone : iz� ��v 13 �
z.s�b.00 nodules & calcareous paivcles
a
Notes: Completion Depth: 5.0'
(CL)
FIGURE NO.: 11
;
.e _ ,. ,_ � i�f�A-�4U4R, WC. ._— .. . ..�:: _..... _ _ _..._ --- -
LOG OF BORING
BORING B-9
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-6-94 Elev.: 607 +/- Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checfced: 10-7-94 � was: Dry
Depth to caving when checked: 10-7-94 was: 5.0'
II.`�IIATi�!/ SOIL �L� 1'iC LL PL -2QI] D.D. F.P�2i UINGCN.
�Q'�t s�z.._.� �tr�oas QESC��PTiLAI z z x�I x �s ��� c�f
{ f ee L) 6 F I�L1 I"EST aATA
�o� --o ---------------�_-_�----------�..y_--_._ . ... .
___--._� .... .... . .. ...._...... ....
�'.` : � Ha,rd �ray sa�idv +�LAY w�' �e sand � � s. . .
� ���� inclusaorc�, eaJcareous "cies,
� - . decayed cr�t� & �careaus n�d�kes
-- �'� �
' - i
., ;�; -
b�'k5 --'9 ��. : : ' .
.. /I. . .
f�'l5 — 2
b44 —3
b03 —�4
� � �
501 --b
4��,� 4 . 2
�.---------------------•------------------------------- --- .................--•- --._... .................
�r'ery suff to� har�i 6rcawrr 5artdv CL�+,Y �`� 4a 1� z� �a�. � s.6 i.s�
w/ caicai-ec�us pa�ic�es �
caieareous At�dules
E�C1Q — 7
NoteS: 'G(]ffi�lletl�II UC�t�l: �.U'
3.4
A.3
6.4
TERRA-MAR, INC.
FIGURE NO.: 12
LOG OF BORING
BORING B-10
Project: Lake W'orth Water System Improvements Project No.: FE94-029
Date: 10�5-94 Elev.: 625 +/- �ocation: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: 10-7-94 was: Dry
Depth to caving when checked: 10-7-94 was: 4.b'
ELE�/AT I ON/ SO I L S`Ci*.BOLS MC LL PL P I -200 D. D. P. P�I UNCON .
D� s�rrn� � srr�oLs DESCRIPTION I P` I
(feet) � pi� �� DArp A % X f ts� tsf
625 --0 , . ------------------------------------------------______� ....
. .... .... .... ...... ....... ....... .........
s��. a��- 3S" Asphalric Concrere
�� '''�� 4° 4" brown clayey �avelly sand Base
� a:��
.. ���-,�.
�� � � a (PAVEMENT)
._ e o Q
�_���----------____________________�..._-----------
- - - ...... ....... ....... .
i!�' .: H2rd brown�a vellv sandv CLAY w/ 11 3s� is �ii� �� '�
. calcareous nodules ,
624--1
623 --2
622 —3
621 --4
620 --5
619 --6
6'18 --7
so/z.nn
soji.00
(CL)
— -- ----------------------------------•
Moderately hard to hard tan
weathered LIMESTONE
Notes: Completion Depth: 4.6'
TERRA-MAR, INC. _
FIGURE NO.: 13
f
LOG OF BORING
BORING B-11
, Project: Lake Worth Water System Improvements
Date: 1U-6-94 Elev.: 625 +/- Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when ct�ecked: 10-7-94
Depth to caving when checfced: 10-7-94
�
EL�5VAT I QH/ $p I L$Y?ffipL$
o� sAr�� srr�oLs DESCRIPTION
( f ee t) & F I EID 7'FS.' DATA
bzb To ..,.� �, --------------------------------------------
----------
� �s�-4;�� 3S" Asphalric Concrete
� �_;`� ;;� I 6" dark brown silry sand w/
— �`� � limestone gravel Base
�:�.. �:p
��4 9�
- �. .'Y � P �.
�'+� �i ■
T ei—
Project No.: FE94-029
was: Dry
was: 3S'
IiC LL PL —200 D. D. P. PEJ UNCCN .' I
% % X pI % pcf tsf Csf
i
- , �' -- (PAVEMENT, .. .... ......... ........... ....... .................
625 �1 � '-------------------- ---------------�..-------=� is 32 is i7
Hard ran silry CLAY w/ ralcareous
+� nodules �
- (CL) ,
-- ----------------------- --------------------------
Moderately hard [o hard tan
� weathered LIMESTONE
624 � 2 �
.f� �
I —,
� ° -
� � � � ,---7 '
5D1z.�s
" _, „' � I S�S/i3. 50
�- �
b22 -'- 4
� �
� 621 — 5
, .� ,
I _ i
�
� �
4
620 — 6
1 �
l�
619 �7
�
Notes: Completion Depth: 35'
FIGURE NO.: 14
I� T'�f�A-MA'�, IS�IC.
LOG 0F BORING
BORING B-12
Project: Lake Worth Water System Improvements
Date: 10-12-94 E!ev.: 603 +/- Location: Se� Figure ]
Depth to water at completion of boring: Dry
Depth to water when checked: 10-13-94
Depth to caving when checiced: 10-13-94
ELEVATION/ f SOIL SYTffiOL$
D� s�,r.�'� sn�oi.s DESCRIPTIQN
(Leet) � FIELD T'c$T DATA
603 - - 0
Project No.: FE94-029
was: Dry
was: 55'
MC LL PL pI -200 D.D. P.P='*1 UNCQN.
,. % x x �xf �s: zsL
�� �.---------------__--.__.----------__�__-----------____ .. ......... ....... ....... ...... ..
.. ..... ..... ..
_ � Brown clavev aravellv S�,ND
. - �,�� (SP-SC)
,• ,r
� — ---------------------------------------------------- -
... ..... ..... ..... ...... ....... ....... .........
� �• Hard tan & gray CLAY w/ ca.lcareous
. _ f inclusions
602 - -1 ,/
bo� --2 /
� � (CH)
600 -•-3 � .�----------•-----------------------------------------
._ Hard tan CIAY w/ limestone nodules
& silt
,. �f
!
599--4 �
_ �
�
., �I
� (CL)
598 --5 � - - -
— ---------�-----------._.W_--------------- - _ _____
.. - '�%6: oo Very dense tan & orange fine SAND
.. --�j's3/6.00
.. ��. . I
.. . i
597 --6 • -
_ ' ' (SP)
596 --7
Notes: Completion Depth: 6S'
17 52 16 36 113.1 a.5+t 8.a2
q.$T�
. ..................•-- --..... ...._..,.........
10 33 13 20
9
0
3
�
�
i
FIGURE NO.: 15 ;,
7ER'RA,MAR, INC. ._ -'�
LOG OF BORING
BORING B-13
Project: Lake Worth Water System Improvements Project No.: FE94-0?9
Date: 10-12-94 Elev.: 62A +/- Location: See Figure 1
Depth to water at completion of boring: Dry'
Depth to water when checked: 14-13-94 was: Dry
Depth to caving when checiced: 10-13-94 was: 5.0'
EL.�VATI0N/ $0IL SY?ffi0L$ MC LL PL -200 D.D. P.Py'I UNC0N.
D� s,ar�� srr�ors DESCRIPTION ; I z % P� % �f I�St �Sf
(r�t) e� FIELD TFSZ DA?A
620 -0 -.--------•----------------<_______.�.___-----
. , . - . ....... .........
,/� Hard olive & brown CLAYw/ �� ib sz i� �ss� ���- iia:i a.s�-
— limestone fra;ments & �ace tan
-- silt
617 --3
616 --4
615 --5
614 --6
613 - 7
27/6.00
37/6.00
31/6.00
� I
�
��
�
�,/� ! 3 6.00
/' 5/6.00
/ � 7/6.00
�-
�
�
�
�
�
Notes: Completion Depth: 5.0'
-SII� �IOW 3'
(CH)
4.5•+
FIGURE NO.: 16 ,
TERRA-MAR, INC. �
LOG OF BORING
BORING 8-14
Project: Lake Worth Water System Improvements
Date: 10-12-94 Elev.: 623 +/- Location: See Figure 1
Depth to water at completion of boring: Dry
Project No.: FE94-029
Depth to water when checked: 14-13-94 was: Dry
Depth to caving when che�ked: 10-13-94 was: 2S'
�.E.VATION/ SOIL $Yt�OLS t{[ u pL -200 D.D. P.PF.1'i UNCON. I
D�TH s.�r�� srr�oLs DESCRIPTION % A A Pi x pcf tsf Lsf i
(feeC) � FI�TD TFSI' DATA �
623 -0 . . , _ �...__,_----------------------------------------- - -- .
- - .. ..................... ....... ....... ......... �
p a, asP� 3' ,qsphalric Concrete
— 9'� ��va
6°�-'--°' so/s . o0 6" brown clayey gravelly sand Base
o •.o a_ p•
` �.v^.v�.
o L'F'R
_ ,.$ .,z • (PAVEMF��VT')
,.• � �.-•
�.�
_ _ __----_------------------�_�_----------�..,ee__------
. Moderately hard to hard tan
QZZ --i � weathered LIMFSTONE
621 - 2 �
�- �
�r-,r-�,�
i�, ,, , SO/1. 50
�� 50/0 . 50 _
620 --3
619 --4
518 --5
617 - 6
61ti --7
Notes: Completion Depth: 2.5'
— — TERRA-MAR, INC. --
FIGURE NO.: 17 ;
I
� �
LOG OF BORING
BORING B-15
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-12-94 Elev.: 627 +/- Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: 10-13-94 w2s: Dry
Depth to caving when checiced: 10-13-94 was: 35'
�,�''A:iORi✓ S4}II. ��t'l�OLS 171C Li. FL �2i7[] D.I}. F.P�i lJi�t��N.
f r�y I �.�� r��a�iA D�SCRIPTi�}N � f x��� x �f c,�f �sf
�� --a --------------------------------------------- -
'����' Har�₹ tan s�,�ty CIAY w�+ c�lc�a-eo�us ---T_ .. .... .... .... .
....... . ... .........
_ ��lb 35 17 1$ +b. $
I �rr �c��uions & limes�vne ��te��
. _ ��
r �
r
._ / }
/f
�� -�1 /
*
�- � (CL) . a.s
` _ �r�derateIy hard to �iard rasi_�_�_._______ .. .... .... .... .... ...... ....... ....... .........
— wea ered L�ESTONE
h�5 --2 � -
bc4 —3
6�3 — 4
SO/2.Of]
5Q/1.4p
I�ates: Gotnp�etivn Depth: 35'
,
FiGURE NO.: 18
TEARA�v1AR. INC. ` _ _ �
LOG OF BORING
BORiNG B-16
Project: Lake Worth Water System Improvements
Date: 10-12-94 Elev.: 620 +/- Location: See Figure 1
[�epth �a water �t �compl�tivr� of bQring: Dt�,y
Project No.: FE94-029
CC�ept'h t� water w�l-�en c�ecked: 10-i3-94 was: �ry
�3epih� to c,a,uing wfiaen eheck�ci: TO-13-9� w�s: SA'
E�.�.1/ATI0N/ I 5^vIL �IS F!C LL PL -2fl0 F?.I}_ P.P�i [1l7C�i_
n�srx sa�r.�z.� �u G��RIPTI{?N x x x PI x r es� cs�
(teecp � �i� r�st nr�rn €'c
d20�0 ,.------------------------------------------------
� ----- �1Q 32 i3 14 -•- -- - ----- -a.�+.
�� �CCl'WIt t�S�£ i'clTl ���''W"� . .... .
� i P1lLTfl�ft?Ll� �+ESt43�C �aII3�i1L5
. ' �� � .
� �
I
I
/ �
6�� �� �� �
._ �
�
/ /
._ /
/ �
•- ! �
✓
t�
A
S't 8 = 2 �I� � 8/6 . �4
_ �tr i�/6.�a
.. I �✓!� iao/z.aa
�.I
�!� i
- - ���
.. Ir
�� ����
617--3 ,i �`
_ __�1�derafely ha.rd tio ha.rd-ran-----------��
-- — weati�ered L�ST[�I'��.
-- �
-- �
�,�b —�,
bZS—s �.� „.''�,so�o_so _
sar�n . �s
�ts � r
,�_
Nate�: Goa�pleriaz� �3�pth: 5.0'
4_5+
I�
FIGURE NO.: 19
TERRA-MAR, I h��. _ -
LOG OF BORING
BORING B-17
Project: Lake 1�'orth Water System Improvements
Date: 10-12-94 Elev.: 620 +/- Location: See Figure 1
Depth to water at completion of boring: Dry
Project No.: FE94-029
Depth to water when checked: 10-13-94 was: Dry
Depth to caving when checked: 10-13-94 was: 45'
II�.n/A2I ON/ SO I L SYiBOL5 FIC L,I, pL -200 D. D. P. PEI UNC�N .
.°� s.�� sn�ors DESCRIPTION %% % PI % �_ csr c5f
(feet) & FI�.D TE5i' DAI'A
620 -0 - -- - ---------------------------•-------- - .... ...... ....... ---.... .........
i! : ' . : - - - ---------- �10. ..... ..... . 125 4. 5*
. Hard brown sandv CLAY w/ ralrareous
� . : ;,� particles & rock fra�Qmenu
6'19 --1
6'18 --2
617 - 3
616 --4
615 --5
614 --6
613 --7
(CL)
- --------•-------------•------------------------------ ---. .....
............... ....... ....... ..�--....
Brown clavev �ravellv SAND
(SP-SC)
— -------..,.----------------------------------------- .... ..... ..... ..... ..---- �--.... ....... ..... ...
Hard tan siltv CLAY w/ weathered 4. s�
limestone fra�Qments & laye� 4. s
(CL)
_ .___----------------�------------------__.._,.------ .... ..... ......._....---�
....... ....... .........
Moderately hard to hard ran
weathered LQvtESTONE
50/0.25
50/0.00 -
Notes: Completion Depth: 4S'
FlGURE NO.: 2'J i
_ _ TEARA-MAR, INC. _ :
' LOG OF BORfNG
BORING B-18
IProject: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-12-94 Elev.: 637 +/- Location: See Figure 2
' Depth to water at completfon of boring: Dry
�iDepth to water when ct�ecked: 10-13-94 `�� DrY
Depth to caving when checked: 10-13-94 was: 5.0'
' J EI.P,VAT I ON/ SO I L SYMSOLS MC LL PL -200 D. D. P. PE�i I LIIJC DN .
ill D� I �.u�� sYr�oLs DESCRIPTION %% x PI x p�z c5r esz
( f ee C) 6 F I II.D '�5? DATA
i. ....... ....-•-.-
' I 637 —0 — ---------------�---___.._-__________..��------_---- .... .... ..... ..... ..... a.5
r �': ,,r' ' Hard very sandv CLAY.
�I� � � f I �, � �. --- _ (CL) -------------------- .... ..... .. ... ..... ...... .. ..... ... .... . . .. . . . .. . ��
� � �- �''`� Moderately hard to hard tan
J y _ weathered LIMESTONE w/ clay layers ,
�
� 636 --1 �
� �
� � -- '
�
li •-
� II , 4.5
I 635 � 2
� I
..r, i . _
r" I -• �
�„ � 634 — 3
i - - �^�
� I •-
I
� II 633 --4 I a.5 �
. - �l ._
i
� II -w/tan & gray silry clay layer 14 a� 1� 3o i21. 0 3. 03
�_ '� .. . @ a��-5'
:,�'�_
� 632 - - 5 -•
�J •
I"^�
631 --6
630 --7
� Notes: Completion Depth: 5.0'
FIGURE NO.: 2�
TERRq-MAR, INC. _
LOG OF BORING
BORING B-19
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-12-94 Elev.: 630 +/- Location: See Figw-e 2
Depth to water at completion of boring: Dry
Depth to water when checked: 10-13-94 was: Dry
Depth to caving when ctieciced: 10-13-94 was: 3.0' ,
E3E'Vn7I0H/ 50IL SYtf�[}L� 3�iC i�. PL -�flQ U.k. P_P�i CINCON. I,
a� I s.�r�r� sram�Ls D'��GRf��IGI� � x x pI x �i «r r.�:
(leec7 & FIE�.o T�4'Y DAxA
d3�Y--D �------------------------------------------------------ -.. ..................... ....... .................
�. , �r�own �dv CLa`t' w�' limestone
. ,�J� { nc�dules
._ �i' .
� - - {CL}
. _ — -- ----•--•---------- ----�--__----�t �.._._______ .
- - --- ---� .... .... ...... ....... ......... ..
1'vtodesately 1�arx� to harci tau �
625� -� �� ,� LI3�fFS�`C7M� �
" I
628 —�
627 —3 � ; ' " '�I So/o.�E
50/'S�.25 —
6�b —4
625 —5
ls24 --Fs
b23 --7
hiates: ��ppeiion D�pth: 3.U'
�I
FiGURE NO.: 22
TEi�RA-1v1AR, INC. _
�
LOG OF BORING
BORING B-20
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-12-94 Elev.: 632 +/- Location: See Figure 2
Depth to water at completion of boring: Dry
Depth to water when checked: 10-13-94 was: Dry
Depth to caving when checked: 10-13-94 was: 25'
EL_�VAT I ON/ SO I L SYAIDOL$ HC IS. PL -200 D. D. P. P�i UHC�t7 .
°� I s.��x s�r�or.s DESCRIPTION % PI x �t csr �5t
(feet) � FIEI.D TEST nA."A " '°
.__.. _- _
632 --0 —.__--�_____.__---------------------..�.____ �
'-^:f'. i -------_ .... .... ..... .... ...... ....... .......
_ ,, . , . Reddish brown clavev siltv SAND � � � � � �
,� - � (SC-SM) �
� — -- ----------------------------------------
. _ - ---------- . . . . . . . . . . . . . . . ... . . .. . . . . . . . . . . . . . .. . . .. . . . . .. .
Moderately hard to hard tan
-- weathered LIMFSTONE
_ -w/ gravel @ 4"
631 --1
• i �
630 —2 �
.� ��: 5o/o.so _
.. 50/0.25
629 --3
628 --4
627 --5
626 - - 6
625 - -7
Notes: Completion Depth: 25'
I
i
FiGURE N0.: 23
TERRA-MAR, INC. _ �.
�
LOG OF BORING
BORING B-21
Project: Lake Worth Water System Improvements
Date: 10-12-94 Elev.: 62A +/- Location: See Figure 2
Depth to water at completion of boring: Dry
Depth to water when checked: 10-13-94
Depth to caving when checked: 10-13-94
�.var t orr/ s,� r L s�rrmou
D� s.arpr� srrffiaLs DESCRIPTION
(feet) S FI�'T.D TEST DAI'A
620 --0 --- -------------------------------------------------
_ !''.' Very stiff brown to tanish brown
��! sandv CLAY w/ calcareous pacvcles
� & limestone fragmenrs
+ ���
619 - -1 j!��/.'
- r,�` � �
-- ;�� (CL) .
- - - -------------------------------------
— � Moderateiy hard to hard ran
.� weathered LIMESTONE
�
618 --2 �
617--3 �
'-�
� ��� so/o . so _
__ 50/0.13
616 --4
615 � 5
614 --6
513 - - 7
Notes: Completion Depth: 35'
Project No.: FE94-029
was: Dry
was: 35'
t7C LL PL —200 D. D_ P. P�*7 UNCO2I .
A % X PI A pc1 tsf tsf
.... .... .... .... ...... ....... . _. .........
3.1
3.a
. FiGURE NO.: 24
_ T�4F�,A-MAR, IP+1C. - — —
LOG OF BORING
BORING B-22
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-12-94 Elev.: 637 +/- Location: See Figure 2
Depth to water at completion of boring: Dry
Depth to water when cliecked: 10-13-94 was: Dry
Depth to caving when checked: 10-13-94 was: 35'
EL.=VAT I ON/ $p I L SYPIDOL$ MC LL PL -200 D. D. P. P�'�t �R7CCN .
D� s.ar�r.� srr�ors DESCRIPTION %,� % PI % �t tst �S�
(E�et) & FIII..D TE.57 DATA
637--0 =...-- --------___�._._.________�__.___��-•_-
a=f�sA 4 ' "".-�,.y� .... ..... ..... ..... ...... .""" '....
e• o v�. 4" Asphaltic Concrete �
- �.o ; b`,:� (PAVEMENT)
,. �-�--- _ --------•-•_._Y---------------------_---------------- . ...... ....... ....... ......
, . ... ..... ..... ...
�-�-� Moderately hard to hard tan
' . 'f weathered LIIviESTONE
636 - -1 �,
I - ,�
' 635 -2
� -_
� 634 -3
� �
1 V � 50/2.00 i
50/0.13
�� 633 - - 4
� -
' 632 --5
� ._
631 --6
� ..
t '-
630 --7
� Notes: Com letion De th: 35'
P p
�
I��
I �V
I
FIGURE NO.: 25 !
TERRA-MAR, INC.
LOG OF BORiNG
BORING B-23
Project: Lake Worth Water System Improvements
Date: 10-12-94 Elev.: 643 +/- � Location: See Figure 2
Depth to water at completion of boring: Dry
Depth to water wtien checked: 10-13-94 was: Dry
Depth to caving when checked: 10-13-94 was: 3.0'
EL�VA?ION/ SpIL 5'fPffiOL$ HC LL PL -200 D.D. P.PE'I UNC�?7.
D� s,�rrnr� s�ors DESCRIPTION � x PI % �Sr L5�
(feeC) S FIELD TESi' I1ATA " �'
643 ---0 - ----------------------•---------------------•--•-----
-- .... .... .. - - - -
Project No.: FE94-029
642 - -1
641 --2
640 - - 3
639 --4
638 --S
637 --6
636 --7
Hard brown CLAY w/ ralcareous ls s� za 33 <. s
particles & trace sand
-limesrone bravel @ 1'
(CH)
^ Moderately hard to hard tan
weathered LIMESTONE
50/0.25
5�/0.00 —
Notes: Completion Depth: 3.0'
a.s
TERRA-MAR, INC.
FIGURE NO.: 26
�
�
,
�
LOG OF BORING
BORING B-24
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-12-94 Elev.: 633 +/- Location: See Figure 2
Depth to water at completion of bo�ing: Dry
Depth to water when checked: 10-13-94 was: Dry
Depth to caving when checked: 10-13-94 . was: 25'
ELt1/AT I 0!I/ SO I L SYt�LS h1C L,I, PL -200 D. D. P. PEN UNCON .
°E-'TH sar�r�x sn�oLs DESCRIPTION %% PI x �r �Sr esr
(feet) � FIIID TFSI' DATA '"
633 ---0 - -------------------------- .... .... ..... ..... ...... ... ... . _ . .. .. . .. . .....
-------------------------- -
���9�•� 2S"Asp halric Concrete
-- ���'g �_ 1" sand arave] Base (PAVEMENT)
.,. � � y h-- --
- - ------- --------------------- .... .... .---..... ...... ....... .....
.. .. .. ...
�" �'T Moderately hard to hard tan
-- weathered LIMESTONE
-- �
� i
632 --1 �
r' � ',
— �:�
_ :, ' .' ,
:'=�
631 — 2
�� so�o.sa
__ so/o.zs —
630 --3
i
— i
629 --4 I
628 --5
527 --6
626 —�7
� Notes: Completion Depth: 25'
� �
FIGURE NO.: 2?
TERRA-MAR, INC.
LOG OF BORING
BORING B-25
Project: Lake W'orth Water System Improvements
Date: 10-12-94 Elev.: 627 +/- Location: Se� Figure 2
Depth to water at completion of boring: Dry
Depih to water when checked: 10-13-94
Depth to caving when checfced: 10-13-94
II�VATION/ SQIL SYPffiOLS
°� s.v�� s�or.s DESCRIPTION
(feet) � FIEL� iE�' DATA
�� -�a
Project No.: FE94-029
was: Dry
was: 5.0
MC LL PL PI -200 D.D. P.P�?I UNCCN.
x x x z �r esr est
— --_-___---------------------__--------------------.�_ .... .... .-�-� --- :::::: ::::::: �:: :: �
��,038" As�haluc Concrete (PAVEMENT,) . .. . . . . . . . . . . � . - . : : : : : : :
� ��- �--- --- -- -------------------------------------• -
��'�r' Hard brown silry CL�,Y w/ calcareous
"" ,' nodules & lime'stone fr�Qments
r
. _ �,, �r'
-- f �.
/
u�6 -�� ,r� r
� / r
__ �
�'' ,r '
-- �
8 38 17 21
_ � r �
szs —�
b24 —3
623 — 4
f�22 � 5
621 --6
620 --7
(CL)
— ----------------------------------------------------- .... .... .......... .....- --..... ....... .. ......
I�foderately hard to hard tan
weathered LIMESTONE
sc�/o.sa
s�/a_zs —
Notes: Completio❑ Depth: 5.0'
I
FIGURE NO.: 28
-- - TERRA-MAR.INC.
LOG OF BORING
BORING B-26
Project: Lake Worth Water System Improvements
Date: 10-12-94 Eiev.: 650 +/- Location: See Figure 1
Depth to water at completion of boring: Dry
Project No.: FE94-029
Depth to water when checked: 10-13-94 was: Dry
Depth to caving when chec4ced: 10-13-94 was: 35'
EIF.VAT I CN/ SO I L SYPIDOLS MC LS. PL -200 D. D. P. P�*I IJNCCN .
°� snr�:Fx srrmars DESCRIPTION %� % PI � f �St �5�
(feeC) � FIELD TFS[ DA?A �
650 — 0 -----�------------------------------------
---------- .... .... ......... ...... ....... .......
°' '' Hard brown sandv CLAY w/ numerous 11 4s zo zs 4. s�+ �����
� - _ �,�. limestone fragment�
-- ! .
-- �.
649 - -'1 ; . : : ' .
- � � � (CL) .
.
��- so/a.00 =----------------___:.....-�------------------_..�_e_
�` Moderately hard to hard tan
._ - weathered LTMESTONE w/ brown clay
�ca —z � Parunbs
�.
.. �
� - ��
��
5cr7 —3 50/5.50
� —
646 --4
645 --S
644 - - 6
b43 - - 7
Notes: Completion Depth: 35'
4.s�,
TERRA-MAR, INC.
FIGURE NO.: 25 ;
�
LOG OF BORING
BORING 8-27
Project: Lake Worth Water System Improvements
Date: 10-12-94 Elev.: 652 +/- Location: See Figure 1
Depth to water at completion of boring: Dry'
Depth to water when checiced: 10-13-94
Depth to caving when checketi: 10-13-94
�ZE'vAiION/ SOIL SfTBOLS
D� sar�r� sn�ors DESCR�PTION
(teec) � �t�.o rEst nnra
,GS] �!1
��� .. _"_--�""""".____"_"'""'_
/ �{ -L�. .50. . .19 31. . . . . - � - SO6. k . . . . . . . . .2 . g.3 . .
_ �, Hard brown CLAY
l
651 —1
bso —� -numerous limestone nodules @ 2'
— (CL)
�,-, � so/o.�s — -----------------------
--------------------- ---- ............... ..._.. ....... ........ ...... ..
— so�o. zs Moderately hard to hard tan
_ weathered LII�fEST01�1E w/ soft clay
�, seams
649 � 3 ��
�
— --7
;--T-,
_ - ',.�',�
_
� T
648 - 4 T-
T
-T
�so�o.is
_ SO/0.25 -
647 - � S
646 —6
645 —7
Project No.: FE94-029
was: Dry
was: 45'
MC LL PL -200 D.D. P.PEi UNCON.
% x x PI x �r esr c5r
Notes: Completion Depth: 45y
TERRA-MAR, INC.
FIGURE NO.: 30
- .. - ' I
LOG OF BORING �
BORWG B-28
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: Dry Elev.: 645 +/- Location: See Figure 1
Depth to water at completion of boring: _ �
Depth to water when checked: 10-13-94 was: Dry
Depth to caving when checked: 10-13-94 was: 5.0'
IIy5VAT I ON/ SO I L SYMBOL$ M.C LL PL -200 D. D. P. PEi UNCON ,
��� �SF�ELJ' TEST�DA A DESCRIPTION ,� % : PI % pcf tsf Csf
645 --0 . —,_�.--�-----------------__._-------�.,_._..__-------_ ._
�. �: - ... ..................... ..�--.. .................
. Tan sandv CLAY w/ limestone
_f ;f� fiagments
.. '�/.': ' '
� � � (CL) i
644 — 1 - • • �.----------•----------------� .____....__--------------- .. ._.. ....... -•-.--•......---. ,
.. -� .. ............
• Hard gray CLAY w calcareous I
� "- particles & u�on stains �
' � �
� a.5
I �'3 -z � 18 50 21 29 110.1 4.25 �.68
' ,� i
� � � i
._ �
642 --3 � I
_ / ��
� i
�
._ � i
/ <.5+ i
6�.1 --4 I
" � 4.S+ �
�
_ . � I
-- (CL) 4. s- I
�o --� � — �,
i'
639 --6 ;
,_ 4
!
'� �
638 --7 ;
Notes: Completion Depth: 5.0' I
F3GURE NO.: 31 !
_ . , ?E.RRA-MAR.INC. �
LOG OF BORING
BORING B-29
Project: Lake Worth Water System Improvements
Date: 10-12-94 Elev.: 652 +/- Locatior: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: 14-13-94
Depth to caving when checked: 10-13-94
EL=VATION/ SOIL SYiiBOL5
D� I s�L.� sn�oLs DESCRIPTION
(feet) n FIE'.D TES' DATA
652 — 0 — _------ --- ----------_._-__�_�---�--------•- ---____
'.' �'=�; ZS" Asphal�c Concrete
-- � �-`�.�' 6^ gravelly sand Base
� �_.z :.. �
— �_� �;
s��o
_ A=a 94 (P.AVEMENT)
�-.� k�
, ; ., .� ----------•-------------------------------------__._.
— ��.�� Brown clavev aravellvSAND
651 — —1 �,�C:. . '!.
�'= 1
— ��
���c
� __ 1���
��f
�'!/' --- (SP_SC) .
650-2 ---.. .4.5............
� ------------�------- --------------•--------- 2� 48.. .18.. .30, . ..... . 100. 5 3. 17
Hard gray to bmwn CLAY w/ sand
' lenses, iron stains & calcareous
- - pamcles
Project No.: FE94-029
was: Dry
was: 5.0'
!SC LL PL —200 D.D. P.PFN UHCON.
A % % PI % pcf tsf csf
..... ..... ..... ..... ...... ....... ........ ......... I
649 - 3
-limestone nodules @ 4' (CL)
648 - - 4 - ---------------------------------------------------
Moderately hard to hard tan
� ` � '� � weathered LIMESTONE
647 - - 5
646 - - 5
645 --7
so/i.00
50/0_50 -
Notes: Completion Depth: 5.0'
4.5
i
TERRA-MAR, INC.
FIGURE NO.: 32
LOG OF BORING
BORING B-30
Project: Iake Worth Water System Improvements Project No.: FE94-029
Date: 10-6-94 Elev.: 662 +/- Location: See Figure 3
Depth to water at completion of boring: Dry
Depth to water when checked: 10-7-94 was: Dry
Depth to caving when checketi: 10-7-94 was: 5.0'
���lA7I �N/r SO I L SII�t�IS MC LL FL -Zfl CD D. D. P. PIIi UNCC3i .
p� sar�r�x �rr�oi s DE�CRf��'IJN � � x�t
(ieeG) & FIF.FSY 1'�57 UATA _ ,• pct [sf Csf
&5� ---�0 ��—� �. .-------------'------___------________w...----------- ....
` / ■ ��I� i1V l'(3C�C � I9 .............. ...... 1{]5.9 .4.5.. ..3_�3.
��'' � � � �r
� ,� ° f'� calcareous p�rticles & coais�e sand
56'1 —1
� ��
659 --3
f�5� --4
657 —5
b5b --6
655 —7
��� � ,
_..---a�----------------------f-�_--------------------- .... ............... ...... ....... .---- - -
xa�a t��firr gray cI.�,Y w� c�le�reo�is ..... '
pa�ticles (CL)
a.s
— ---------------------------------------------•------- .... ._ .............._... ....-•- --...............
Hard olive �ray CIAY w/ tr�ce sar��, 1� sa xp �i a. s
calc�..r�eous partacles
(Ci��}
—�-- ------ --------------------------�
Moderateiy ha.a�i �o hard tar�
w�athered LII�t �"[?
�,�� sa/i.zs
� 54�'4.50 —
iV�tE5: �4III��L't10i1 �C�Jf�3: Jr.�'
�.s
4.5
---�------- .... ..................... ....... ................. .
�.s
i
TERR�,-MAR, fNC.
FIGURE NO.: 33
�
1
LOG OF BORING
BQRING B-31
Project: Lake Worth Water System Improvements
Date: 10-6-94 Elev.: 672 +/- Location: See Figure 3
Depth to water at completion of boring: Dry �
Depth to water when checked: 10-7-94 was: Dry
Depth to caving when checked: 10-7-94 was: 6.0' ''
II�YATIQN/ $pIL SYPBOLS � � PL PI -XO D.D. P.P�*( UNCCN.
�� s,ar�� sn�oLs DESCRIPTION �t Lst tsf
(feet) � FIElD 7EST DATA
672 --0 - -----�__-----__.�,._�.-•---------..,_ ._�_--- --V._ ... �
�` / Hard gray CLAY w/ ralrareous zo. .s3. _is. _ss . ..... ...... . 4: s.. . . . .
_; �/' parricles �
� I
671 - -'1 '
670 -2
- - (CH)
, _ -- --------__--__--------------..____��-------------- -
� Moderately hard to hard tan
_ weathered LIMFSTONE
669 -3
� �
_ �
-- �
�
668 -�- 4
�� ?5/6.00
19/6.00
667 - - 5
.. ,
— -yellowish �-ay clay layer
__ @ SS'�.0'
� --� � � _
�s --�
Project No.: FE94-029
Notes: Completion Depth: 6.0'
a.s�
4.25
FIGURE NO.: 34
TERRA-MAR, INC.
LOG OF BORING
BORING B-32
Project: Lake VVorth Water System Improvements Project No.: F'E94-029
Date: 10-6-94 Elev.: 675 +/- l.ocation: See Figure 3
Depth to water at completion of boring: Dry �
Depth to water when checked: 10-7-94 wa_s: Dry
Depth to caving when checked: 10-7-94 was: 4.8'
F�I/AI I DM�"' I SC T L S"[M�9L5 l�SC L.L �L �Zi}0 T? . D. P. P�*I UNC�H _
�� s,v�� srr�sazs p�SC�dIPi'I(]N PL ,
(Zee�) & FIEL7 SFSi T3AYA •• X X X ptT tst ts.
67S�0 �._------------------•----___--------------------�__. ... . ..... ...... ....... ....... .
� 1��rd daricbr+awn rc��rawrt CLA�w,I d6. -.. 1a�.z �.s s:r�i-.
. _ caieaseovs ry�ar�cles, mrc�n stair►s
� - & tr�ce sand, siig3�icly sl,ic��nsidetl
/
674 - - i
b�'3 � 2
fa72 - -3
b73 — 4
67'(l --5
bb9 —b
+'5S� —7
Notes: Completion Depth: 4.8'
a.s«
15 46 16 3[] �.5*
A_�j4
a.s+
��L� � I
�.__-___-•---•----------------------------------..�� .... ..................... .
...• .. ............. N
�� ,�j1L511 �7r(JWIl � 44� W}�
caleare�us a�cl�sic�ns, u�on s�ras, g
t�aec s�and & e,�caxec�us p�rticles ' �
(CL}
<.s- a
0
�
I
�
TEFtRA-M�A�, ah�C.
FIGURE NO.: 35 i
LOG OF BORING
BORING B-33
Project: Lake Worth Water System Improvements
Date: 10-6-94 Elev.: 675 +/- Location: See Figure 3
Depth to water at completion of boring: Dry
Depth to water when checked: 10-7-94 was: Dry
Depth to caving when checked: 10-7-94 was: 5.0'
F_:_EVAT I QN/ 501 L SYTIDOLS [g I,L, PL -200 D. D. P. PE7 UNC�ti .
D�rx s.�,r�r� sYrmor.s DESCRIPTION x z % pI x �t cs: csr
(feeL) a FIEZD iF.SI DAI'A
bis —� ....... ........ .........
— -------•---------------------___-___��_----------�-- --�- ---. ..... ..... -----�
��r� Brown clavev �ravellv SAND (SP-SC) `. s"
--- ----------.._-------------------------------____,_. .... ..... ......... ...... ....... ....... .........
._ Hard gray CLAY w/ calcareous
Particles, calcareous nodules &
uon stains
._ �
674 - -1
673 — 2 �
672 —3
— (CL)
671 - 4 � — - -----------------_._..----------------------------
Hard brown CIAY w/ calcareous
_ � nodules, slighdy slickensided
— � (CH)
670 - - 5 —
669 --6
668 -- 7
Project No.: FE94-029
Notes: Completion Depth: 5.0'
4.5*
105.8 4.5 5.36
k.5 �
.... .............. . .. ....... ..........�- ---� �
22 51 18 33 4.5
a.s
�_
_ _ TEr�P.A-MAR. INC.
FIGURE NO.: 36
�
'
�
LOG OF BORING
BORING B-34
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-6-94 Elev.: 672 +/- �ocation: See Figure 3
Depth to water at compietion of bonng: Dry
Depth to water when chec4ced: 10-7-94 was: Dry
Depth to caving when checked: 10-7-94 was: 5.0'
II�VATION/ SOIL SYMSOLS M[ Il, pL -Z00 D.D. P.P�T UNCO?I.
D�TH s.v�r� s�rr�oLs DESCRIPTION % z x PI % �t cst cs:
(feeC) � FIELD ';ESI' DA?A
672 --0 -,.---------------------•-----------------.__.__._----_ . .
. .............. .....� ---�--- �--............
, /,/ Very stiff dark gray to gray CLAY 3- 8 ��
� w/ calcareous parncles & trace
. ,/� sand
��f
� 3.1
671 — 1 23 54 1� 37 3.75
-- /
670 - - 2
669 --3
.I.
�
._
668 -� 4
�
._ • �
667 --5 f -
.l.
�
.�_
666 -I- 6
I
665 -- 7
-_
Notes: Completio❑ Depth: 5.0'
(CH)
—___------•------------------------------------
Very stiff olive gray CLAY w/ trace
sand, ralcareous parricles &
limestone nodules
(CL)
4.25
3.6
3.3
--.., ..................... . ._........_..
22 108.. .4.5 2.20
3.5
TERRA-MAR, INC.
FIGURE NO.: 37
LOG OF BORING
BORING B-35
Project: Lake Worth Water System Improvements
Oate: 10-fi-94 E�ev.: 670 +/- �ocation: See Figure 3
Depth to water at completion of boring: Dry
Depth to water when checked: 10-7-94
Depth to caving when checked: 10-7-94
�A� / s� �a�is L�E5+C�IPTIC7N
i t�'L) �S r Ir 1T 'L'FST IYATA
��c� --a _ _____-�_-----___�-_------- �,- �---------------------
/' I�ard b�own CLAY w W�eszo��
FragmlenlS 8� weat�,et�d li�esTone
- layers
+55g —1
f,68 —2 i�'/5. Uo
._ z9/6.oa
-- lis/�.oa
�
bb7 �-3 �
� �
����
7- �— 12/6. Qfl ' --------•-------------------------------------------
� ,{� — 27f6.0� H3C� �3}�'l�tl �£tiW'A _ ����1` W�1
e ��'I M��_ tiz,��.oa �eathemd lnmestone �nts &
av� — c ,'"�I �
G6 — rl Lr _
�It'
� I -I� _
_ ��I�"� -
� � ��
� I, � (CL)
565 —'S —
�ls4 - 6
6fi3 —7
N�tes: Cam�a��ti0a Dep#�; S.�I'
Project No.: FE94-029
was: Dry
was: 5.0'
HC I�. PS. —2C10 D.Lr. P.PE?i �CaDi.
� k X PI X pct' tsf Lsf
...... ..
..
. ..... ... .
16 �5 lb �4 114.8 I0.3a
T�RRA-��IIAR, if�1C.
FIGURE NO.: 38
LOG OF BORING
BORING B-36
Project: Lake Worth Water System Improvements
Date: 10-6-94 Elev.: 680 +/- �ocation: See Figure 3
Depth to water at completion of boring: Dry
Project No.: FE94-029
Depth to water when checked: 10-7-94 was: Dry
Depth to caving when checked: 10-7-94 was: 5.0'
EZ_F1/AT I ON/ SO I L SYN.BOLS NC L,I, PL -200 D. D. P. PIIi UNCON .
D� s,u�!� sYr�ors DESCRIPTfON % % x PI % i �S1 cst
�f��) & Fiu7 TE$(' DATA �
680 --0 �, — -- ------...-'--------'-'--'------'---------
� ... ............•-•- --�--.. ....... .........
_ Hard gray to light aray CLAY w/ i s ios . � 4. s� io . o�
ralcareous parncles, calcareous
- noduies & limestone fra,�menu
679 —1
678 —2
— � (CL)
�1/6.00 — ----------------------------------------------
'� - v/6. oo Soft tan severelv weathered
`� . -, zo/6. oo LIMFSTONE
�,:.
bn '—�
,
_ _� _
_ ,, .�
676 --4 '' ' � 12/6.00
_ x— � +� 14/6. 00
, ,, , , , 17/6. 00
675 - 5 •' �' �
._ .
674 --6
6T3 --7
Notes: Completion Depth: 55'
4_$+
a.5+
4.5+
... .....................,....... ........----.._..
FIGURE NO.: 39
_ TERRA-MAR, INC.
��
� �
- LOG OF BORI�lC
BORING B-37
� Project: Lake w'orth Water System Improvements
Date: 10-11-94 Elev.: 693 +/- �ocation: See Figure 3
� Depth to water at completion of boring: Dry
Depth to water when checked: 10-12-94
Depth to caving when checked: 10-12-94
� EI.EVAT I ON/ SO I L SYt�IDOL.5
..._. ��'TH s.v�� srr�o�.s DESCRIPTION
{feet) fi FI�D iEST DATA
�o� ��
r_ �„ ------------------------------------------------------
� Hard dark gray CLAY w/ calcareous
�1t �,,� paivcles & uace iron stains
t
�az��
� , _
-+ -
� .
� ! (CL) � a.s-•
691 — 2 —•------------------------------------------------ - ..................... .._.... ........--- --�--
� Hard brown CLAY w/ ca.lcareous i9 ios. s s.9 s. s9
� i T particles, trace calcareous nodules
& trace sand, slighdy slickensided
�
� 690 —3
� -
� 689 I 4
t
, -
(CL)
� c�88 �-5 _ _��____---�___._..._�-------
��"� Hard tan siltv CLAY w/ tan
limestone fragments
_ i � ! (�L�
� ._
687 -�- 6
�I-
� 1
�
� 686 -II- 7
� 1_
Notes: Completion Depth: 55'
Project No.: FE94-029
was: Dry
was: 5.1'
KC LL PL PI -200 D.D. P.P�I UNCQN.
% ,. % % pcf tsf tsf
... ..................... ....... .................
a.s•,
a.5*
4.2
-----____. .... ...-� .... .........•- ---�--. ......_.......... j
a.s
I r�
� FIGURE N0.: 40
TERRA-MAR, INC.
� __ ._ —
,�
LOG OF BORING
BORING B-38
Project: Lake Worth Water System Improvements
Date: 10-11-94 Elev.: 703 +/- Location: See Figure 3
Depth to water at completion of boring: Dry
Depth to water when checiced: 10-12-94
Depth to caving when checked: 10-12-94
II..�VhT T tlH/ S0 I L 5`f C�1IS
p� ��� �� aEscRrPriary
(f�t} & =w�'.3 1'FSt DATA
7q3--Q Q..__�---------------------------__�__________________
� �c"�(� (��C �T3V CU t°,�d�' ��!' ,��N
Cd��'d1.LS �],�C��S
�oa —�
70'� — 2
7ao —3
�s� —�
_ � -gravet & c�� sand �a 4�'
- - (CI-£}
�_ - —.___-._..__-------------_..._;.___------------------
S�ff [aa� � gray �i�tv t'LAY w/
6�8 --s � • — li�nesrone fr�a�menzs
. _ '��L)
6�7 --6
69h —}7
il'�li]t�S: �(1II1Q���Q�1 D�*�Jf�: J�.{}'
Projeci No.: FE94-029
was: Dry
was: 43'
MC Li PL �� —244 f] .1? . F. PE24 aDNCpN .
z x x x �� rsr es.
.... ..................... ....... . .............
4.5 I
4_5
�o aa �7 4.1
.... ......... ........... ....... . .............
�i.o
TERRA-MAR, INC.
FIGURE NO.: 41
LOG OF BORING
BORING B-39
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-11-94 Elev.: 716 +/- Location: See Figure 3
Depth to water at completion of boring: Dry
Depth to water when checked: 10-12-94 was: Dry
Depth to caving when checked: 10-12-94 was: 4.9'
E'iE`VAI' I Cit7/ S�} I � S-Y't�3l3LS PSC IS. PL -200 D. D. P. PE.*I UhLON . �
�� sn�T � s�or.s DESCRIPTION
{;�yf � F7�i.A ,IEST pATA % % % PI X pcf ts! tsf
798 --0 a -- -------------------------------------------------- • ---. ..... ...._. _...... ........ ......... i
. f / Hard oray CLAY w/ �cavel & coarse - � - � - - - 4 . o �
/ ,/ sand �CL)
� — • ---- - - ---- --------------� . . . . . . . . . . _ . . . . . . . . .. _ .. . . . . . _ . . . . . . . . . . . . . . . . . �
-- � Very stiff aray CLAY w/ calcareous p
._ nodules & trace sand, slighdy �
�1 � � 1 � slickensided
-- �
_ � .
_ �
7�4 --2 r � 3. 3 . .........
(CL)
— -a---------------------------•--•------__...------- .... .......... ........... .. ..----
� Very sriff brown CLAY w/ calcareous 3.6
_ � nodules, trace sand, iron stains,
sliahrly SliCke11s1ded I
— /
� (CL) a . a
713 �3 �
----------------------------- ------------------------- .... ......---.-._........ ....... . ...._......_...
Very sriff tanish bmwn CLAY w/ 21 �04 . e a. s 2. 63
__ � n-ace sand, iron stains &
_ calcareous particles �
_ /
71,� —4 �
_ �
_ � (CL)
� — ---------------------------------------------------- .... ..................... -•-- 3.9 ........
— I, Very stiff tan silry CLAY w/ trace I
_' I"� sand> iron stains & calcareous I
�1� _� � � g inclusions (CL)
7'10 --b I
7Q9 — 7
Notes: Completion Depth: 5.0'
�
TERRA-MAR, INC.
FIGURE NO.: 42
�
��
R ,.
LOG OF BORING
BORING B-40
Project: Lake Worth Water System Improvements
Date: 10-11-94 Elev.: 730 +/- Location: See Figure 3
Depth to water at completion of bo�ing: I}ry
Depth to water when checked: 10-12-94
Depth to caving when checked: 10-12-94
EI�.�/A2I ON/ SO I L:i12'SBpLS
D�n-I s.ar�r� s�rr�oLs DESCRIPTION
(feet) 6 FI�D rE.ST DATA
rso--o �, ,------------------------------------------------
_ � Hard �ay CLAY w/ calcareous ---
aa
pardcles & calcareous nodules
729 --1
� (CL)
�zs —z — -----------------------------------------------------
Hard brown CLAY w/ calcareous
. _ particles, slightly slickensided
727 - - 3
Project No.: FE94-029
was: Dry
was: 5.0'
!SC LL PL I-200 D.D. P.PQJ UNCON.
.. % % PI X pcf Lsf tsf
.... ..� .................. ....... ....+Y ..........
a.5
a.5*+
�
.... ......... ........... ....... ....... ........ .
4.5- I
� / (CL) 4. s..
nb --4 — - ---------------------- ----------------------- ---- ��-- - -- �-
- .. ...... ....... ....... . . ..
Hard brown silry CLAY w/ calcareous 16 li4.a 4.s*- � s.9�
� nodules
_ ��
r
� �r
7�s — 5 —
7Z4--6
723 - - 7
Notes: Completion Depth: 5.0'
(CL)
a.s*�
TERRA-MAR, INC.
FIGURE NO.: 43
LOG OF BORING
BORING B-41
Project: Lake Worth Water System Improvements Project No.: FE94-029
Date: 10-11-94 Elev.: 741 +/- Location: See Figure 3
Depth to water at completion of boring: Dry
Depth to water when checked: 10-13-94 was: Dry
Depth to caving when checfced: 10-13-94 was: 5.0'
�.vario4r/ saiL smsa� r� r.i. �a� —2on �.n. P_��r fis�ac�rr.
�� snr�� s•rr�aLs UE�1PT��lN x x x PI x r est csr
�t�c} a� �r� r�sr �hxr� �
747 --4 • --,-..__---------- ---------------•_..____ .... ..... .... .-•- ---•-- --..... ..... ........
Harxi grdyCLAY W�' C1dC� S�[lt� 8[ a.5�-
W�3C�1�T� �7.1't1CSt�]i!C �3]fCTS �
_ !
- �
74f} � 1 � �
-• I I
�I
�/`� I
�� --z //
_ �
- / .
_ � ,
('��-)
T38--3 , ---_--------------------�__-- -------------------- ---. .. .
�.i� 15 37 ..14...�� ........ ....... .d_g... _._..----
Hard tan & �7tv CLAY w,l iro�
737 --4
�'3b �-5
7'35 —b
734 -p7
Nc�tes; C�m�pletion De�ath. S.d'
�Y
s�ins
���
4_5
1`E�?FtA-�AR, I�iC.
FIGURE NO.: 44
LOG OF BORING
BORING B-42
Project: Lake Worth Water System Improvements
Date: 10-12-94 Elev.: 737 +/- Location: See Figure 3
Depth to water at completion of boring: Dry
Project No.: FE94-029
Depth to water when checked: 10-13-94 was: Dry
Depth to caving when checked: 10-13-94 was: 5.0'
II�YATIpN/ SOIL SYHBOLS [� u, pL -200 D.D. P.P�t UNCON.
°� sAr�� srr�oi.s DESCRIPTION % I z % PI % f cst �S:
( rie'G � D e� F I E..TD TE$Z' DATA �
737-0 -----------------------ss__-»__.__------------.�_�.... ._................... ....-�- - -- -- .........
_ �" ,/ Hard brown CLAY w/ ralcareous 4. s ;
�" particles & uace sand �
736 - -1
- - (CL) o . s+.
'T35 --2 •--------------------------------------�---. .... ...........---. ...... ....... ........ --......
_ Moderately hard to hard ran
weathered LIMFSTOI�TE
�- �
., �
.. �
T34 — 3 �
— �
_ �
�
_ �,�
T33 — a �
732_�5 �' 'T�so/i.is
� �50/0.38 —
73'i - - 6
730 - - 7
Notes: Completion Depth: 5.0'
FIGURE NO.: 45
_ 3EFiFtA-MAR, 11`a�.
� LOG OF BOR{NG
BORlNG B-43
' Project: Lake Worth Water System Improvements
Date: 10-12-94 E(ev.: 730 +/- Locatior: See Figure 3
' � Depth to water at completion of boring: Dry
Depth to water when checked: 10-13-94
Depth to caving when checiced: 10-13-94
� I ELEVATIQN/ � SOIL $YHBOLS
D�ra s.u�r� sYr�oLs DESCRIPTION
(feet) � FI�D TESI' DAI'A
r3o —o ,�� — Hard can �avellv sandv CLAY, -----__�.,__
' � - - �� (Severely �Veathered Limestone)
�� �
� I ._ '� ;.
� -�
� � , �,
� 729 - -1
I ' ' � ,�`�
, � . , �,
I • - a' f�:
r
� � .- � . : � . �cL} ..... ...... .... ....... ..:..............
a 5+
h• • _
r728 —2 °'� - _.--_---------------•------------------------_�� ..... .
� � �Moderately hard to hard tan
� �� weathered LIIviFSTONE w/ clay layeis '
� � - - ��
, �
� � 727 —3 � I
, �
� -
, �� .
� 726 --4 ; -
� '- ` -
., , . . , �
� .- -
725 --5
� �-
� --
724--6
'." _
� � _
�
L. 723 - - 7
r�
�, , Notes: Completion Depth: 65'
Project No.: FE94-029
was: Dry
was: 65'
MC LL PL pi -200 D.D. P.PEi UNLON.
a b ^,�' ^,b' pcf Cs: Csf
..... -� .... ....... ....... .......
. ....,.... a.5*
-w/ very sdff co hard gray clay
layer �a 45'�S'
15
115.9 3.7 2.28
4.$
1--cRRq-MAR, INC.
FiGURE NO.: �
LOG OF BORING
BORING B-44
Project: Lake Worth Water System Improvements
Date: 10-19-94 Elev.: 724 +/- �ocation: See Figure ?
Depth to water 2t compietion of boring: Dry
Depth to water wt;en checked: 10-20-94
Depth to caving when checked: 10-20-94
IIPYAT I 0!i/ 50 I L SYiIB0L5 I
D�� I sarPT � s�ors DESCRIPTION
(feet) & FIE�'TD TEST DATA
724 —0 � — ---------- --�_. ___�__.__�__--
_ � Sdff to very sri.fl';ray CLAY w/
calcareous paracles, trace
— calcareous nodules & trace sand
723 — —1
722 --2
(CL)
721 --3 — ----------------------------------------------------
_ Moderately hard to hard tan
weathered LIMFSTONE
� ��
720 — 4 �
_ ,���,`�
_ �
_ �' '--�
_ �
7'19 --5 =��� so/0.50
S0/0.13 —
718 --6
717 --7
Nates: Completion Depth: 5.0'
Project No.: FE94-029
was: Dry
was: 5.0'
MC Il. PL PI —200 D.D. P.P=i iJNC0N.
A % % .. pcf Lsf Csf
.... .... .... .�--....... ---.... .......
........
i.�s
2.5
.... ..................... ....... .................
- TEr�RA-MAR, INC.
FIGURE N0.: 47
LOG OF BORlNG
BORING B-45
Project: Lake Worth Water System Improvements
Date: 10-12-94 Elev.: 720 +/- Location: See Figure 3
Depth to water at completion of boring: Dry
Depth to water when checked: 14-13-94
Depth to caving when checked: 10-13-94
ELE1/ATION/ SOIL SYTIDOLS
D�TH sa,r�*�x sYrffior.s DESCRIPTION
(feet) 6� FIE'I.D ?F.57' pA�'A_ .
720 —0 ---- -------------------------------------------------
.. �,/+ Hard gray CLAY w/ fine sand lenses,
_ � limestone fragmenu, ca]careous
' � pardcles & trace sand
-- f
719 --1 �
718 --2
717 --3
716 --4
7'15 --5
714 --6
7'13 --7
i
Project No.: FE94-029
was: Dry
was: 5.0'
MC LL PL P I —200 D. D. P. P�t UtiC�ti .
% % X % pc! csr ts;
.... .... ........._...... ....... .. ...........
4.5+
a.5+
15 44 16 28 113.3 4.5* 12.68
(CL) a . s-
� --____--------��--------._�.------------------------ .... ......
............... ....... .. ..............
Hard brown & tan silry CLAY w/ °• S+
limestone fra,�nents
Notes: Completion Depth: 5.0'
(CL)
TERRA-MAR. INC.
FIGURE N0.: 48
LOG OF BORING
BORING B-46
Project: Lake Worth Water System Improvements
Date: 10-12-94 Elev.: 647 +/- Location: See Figure 2
Depth to water at completion of boring: Dry
Project No.: FE94-029
Depth to water when checked: 10-13-94 was: Dry
Depth to caving when checked: 10-13-94 was: 3.0'
EL5V A? I ON/ SO I L SYh�OL5 !SC LL PL -200 D. D. P. PF2I [R7CON .
D� s��x s�oLs 0ESCRIPTION PI
(:eet) � FI� �y� ppTp % % X % pcf tsf Lsf
647 ---0 - ----------------------------------------------------- ...
ys �,. - � ... .... .... ...... ....... ....... .........
Brown clavev SAIVD w/ limestone 12 43 3. �s
, �- ;:;'; ;,�; ravel & asphaldc concrete
I -- �';�',;� �amenu
�'� �
. �f'��, ( ) ( )
• FILL SC
f 646 -1 �*�' ✓
-•------------___4_-------------_________.------a__ .
._ Moderately hard to hard tan
weathered LIMESTONE
f --
i
645 -2 �
I , � -
� _3 3�-.`�I50/0.25 _
50/0.13
643 - 4
642 --5
641 - 6
6�.0 - 7
Notes: Completion Depth: 3.0'
P
TERRA-MAR, INC.
FIGURE NO.: 49
Y
'
�
Symbol Description
stra�a svm�v�s
Cla�r, �iity
�
� v•; '; s PAVEMENT w,� }�a�
s :c � <,
'� yyi a iit- R �
"Si rC:�B
:f'v a�, �
i ��v a•a,
� � �LAY,
� "����' . ' gravelly
. . . sandy
i °
�A�r13, s3.l�y
5�I.T,
sandy
� ,r;�r�; • SAN�, clayey
'`��✓��
. �I.AY,
: ; . sandy
d '�
KEY TO LOG TERMS & SYMBOLS
Symbol Description Symbol
� r- � SA,13D . �
� �'�' elayey
,� graveliy
�;.r'
� Clay �
e
�IMESTONE, Severely
� Weather�d
�1�.ND
�3,'�sc. Svr�.00ls
� �epth tv cavin�
Soi� Sam�lers
�! Standard
U penetration
test
� Thin wall
Shelby Tube
�' _ SAt�iD, ciayey,
J•. , �:' silty
1 '.
�
;,',' ,, I.I�:STC]NE, We�.ttlEi6d
���
Auger
Nvtes:
1. Exploratory borings were drilled on dates indicated using truck
mounted drilling equipment.
2. Water level observations are noted on boring logs.
3. Results of tests conducted on samples recovered are reported on the
boring logs. Abbreviations used are:
DD = natural dry density (pcf) LL = liquid limit ($)
MC = natural moisture content ($) PL = plastic limit (�)
Uncon.= unconfined compression (tsf) PI = plasticity index
P.Pen.= hand penetrometer (tsf) -200 = percent passing #200
Description
THD
penetration
test
Bulk/Grab sample
FIGURE NO.: 50
TERRA-MAR, INC.
11�
Indian Cove Water Extension
PW77-060770150030
��f-. `�1eld�r� ;�.rrert, i'E
November 14, 1998
�
Customers Paid as of October 30, 1998 as noted in Applications Sect:on Project File
Lot
3
a
5
6
7
s
9
12
15
18R
19
Address
2472 Indi2n Cove
2468 Indian Cove
?464 Indian Cove
?460 Indian Cove
2��6 :r.dian Cove
2=�5? Indian Cove
?�8 Indian Cove
2�28 IrLdiar. Cove
2�16 Iraian Cove
?=!04 Indian Co��e
2 ^ J0 Indiar Cove
Cus�omer
Dewey Hickson
Lois Ann Teeples
R. B. IvIuL'ins
?�Iichael & Kim
Bernard
Je:. y �Iiller
Terry Srr,ith
Lcnnie Ethridae
Eeverly Rudder
James C. &
La�vanda Smith
vlark Rosenfield
R�wland Broiles
�ncunt Paid
$941.0C
�°�4 i .00
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�941.00
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City of Fo�t Worth, Texas
n►�Ayor And �,aunc�l Cammun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
3/16/99 **C-17321 60COVE 1 of 2
SUBJECT AWARD OF CONTRACT TO I& M RODRIGUEZ, INC. FO THE CONSTRUCTION OF
INDIAN COVE WATER EXTENSION
RECOMMENDATION:
it is recommended that the City Council authorize the City Manager to execute a construction contract
in the amount of $118,474 with I& M Rodriguez, Inc. for the construction of the Indian Cove Water
Extension.
DISCUSSION:
In accordance with policy for the installation of community facilities, the residents of Indian Cove on
Lake Worth submitted a petition for water service to the Director of the Water Department. These
residents have already paid the required water tap and impact fees.
This project was advertised in the Commercial Recorder on December 17 and 24, 1998. On January
14, 1999, the followrng bids were received:
BIDDER
I & M Rodriguez, Inc.
Estrella Construction, Inc.
Fu Techn Construction
Davila Construction, Inc.
Cleburne Utility Company
M. E. Burns Construction, Inc.
Architectural Utilities, Inc.
Radich Construction Company, Inc.
AMOUNT E31[�
$118,474
$119,255
$121,700
$123,483
$126,134
$128,255
$161,130
$182,751
I& M Rodriguez, Inc. is in compliance with the City's M/WBE Ordinance by committing to 12°/o M/WBE
participation on this project. The City's goal is 11 %.
In addition to the contract amount and contingencies, $2,500 is budgeted for construction inspection
and $2,500 for staff support and review.
This project is located in COUNCIL DISTRICT 7.
�
City of Fort Worth, Texas
�1✓1'jAyar �r�r� Caunc�l C,ammun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
3/16/99 **C-17321 60COVE 2 of 2
sue�ECT AWARD OF CONTRACT TO & M RODRIGUEZ, INC. FO THE CONSTRUCTION OF
INDIAN COVE WATER EXTENSION
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Commercial Paper-Water Fund.
MG:j
Submitted for City Manager's
Office by:
Mike Groomer 6140
Originating Department Head:
Lee Bradley, Jr.
Additional Information Contact:
Lee Bradley, Jr.
I FUND I ACCOUNT I
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s2o� � �rTom�
I PW77
s2o� �
CENTER I AMOUNT
541200 060770153960
CITY SECRETARY
� APPROVED �
i C1TY COUNC
� MAR 16 1999
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$118,474.00 � ;
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I City Sc�cci�ary ot the
I Clty ot Por4 S1Porih. Tezas
PA.RT C - GENERAL CONDITIONS
TABLE OF CO�ITENTS
NOVEMBER, 1, 1987
TABLE OF CONTENTS
C1-1
C1-l.l
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
C1-1.11
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
C1-1.2I
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
DEFINITIONS
Definition of Terms
Contract Documents
Notice to Bidders
Proposal
Bidder
General Conditions
Special Conditions
Specificatioas
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
C2-2 INTERPRETATION AND PREPARATION
OF PROPOSAL
C2-2.1 Proposal Form
C2-2.2 Interpretation of Quantities
C2-2.3 Examination of Contract Documents
and Site
C2-2.4 Submi�ting of Praposal
C2-2.5 Rejection of Proposals
C2-2.6 Bid Security
(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)
(1)
�
C2-2.7 Delivery of Proposal
C2-2.8 Withdrawing 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
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 Securities
Bonds
Execution of Contract
Failure to Execute Contract
Beginning Work
Insurance
Contractor's Obligations
Weekly Payroll
Contractor's Contract Administration
Venue
C4-4 SCOPE OF WORK
C4-4.1 Intent of Contract Documents
C4-4.2 Special Provisions
C4-4.3 Increased or Decreased Quantities
C4-4.4 Alteration of Contract Documents
C4-4.5 Extra Work
C4-4.6 Schedule of Operations
C4-4.7 Progress ScheduZes for Water and
Sewer Plant Facilities
CS-5 CONTROL OF WORR AND MATERIALS
CS-5.1 Authority of Engineer
'CS-5.2 Conformity with Plans
CS-5.3 Coordination of Contract Documents
CS-5.4 Cooperation of Contractor
CS-5.5 Emergency and/or Rectification Work
CS-5.6 Field Office
C5-5.7 Construction Stakes
C5-5.8 Authority and Duties of Inspectors
CS-5.9 Inspection
CS-5.10 Removal of Defective and Unauthor.�zed
CS-5.11 Substitute Materials or Equipment
CS-5.12 Samples and Tests of Materials
CS-5.13 Storage of Materials •
CS-5.14 Existing Structures and Utilities
CS-5.15 �nterruption of Service
CS-5.16 Mutual Responsibility of Contractors
CS-5.17 Cleanup
CS-5,18 Final Inspection
�
C2-2 (4? ,�,
C2-2 (4)
C2-2 (4)
C2-2 (4) �
C2-2 (4)
C2-2 (5)
C3-3 (1)
C3-3
C3-3
C3-3
�3-3
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)
(4)
(7)
(7)
(7)
(8)
C4-4 (1)
C4-4 (I)
C4-4 (1)
C4-4 (2)
C4-4 (2)
C4-4 (3)
C4-4 (4)
CS-5
CS-5
C5-5
C5-5
C5-5
CS-5
CS-5
CS-5
C5-5
Work C5-5
C5-5
CS-5
CS-5
C5-5
CS-5
CS-5
CS-5
CS-5
(1)
(1)
(2)
(2)
(3)
(3)
(3)
(4)
(5)
(5)
(5)
(6>
(6)
(7)
(7)
(8)
(8)
(9)
�
(2)
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
C8-8
CS-8.1
CS-8.2
LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
Laws to be Observed
Permits and Licenses
Patented Devices, Materials and Processes
Sanitary Provisions
Public Safety and Convenience
Privileges of Contractor in Streets,
Alleys, and Right-of-Way
Railway Crossings
Barricades, Warnings and Watchmen
Use of Explosives, Drop Weight, etc.
Work Within Easements
Independent Contractor
Contractor's Resoonsibility for
Damage Claims
Contractor's Claim for Dam�ges
Adjustment of Relocation of Public
Utilities, etc.
Temporary Sewer Drain Connections
Arrangemert and Charges of Water
Furnished ,�y City
Use of a Se,tion of Portion of the Work
Contractor's Responsibility for Work
No Waiver of Legal Rights
Personal Liability of Public Officials
State Sales Tax
PROSECUTIO[� 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
Time of Completion
Suspension by Court Order
Temporary Suspension
Termination of Contract due to
Vat�ional Emergency
Suspension of Abandonment of the
Work and Annulment of Contract
Fulfillment of Contract
Termination for Convenience of tne Onwer
Safety Methods and Practices
MEASUREMENT AND PAYMENT
Measurement of Quantities
linit Prices
C6-6 (1)
C6-6 (1)
C6-6 (1)
C6-6 (2)
C6-6 (2)
C6-6 (3)
C6-6 (4)
C6-6 (4?
C6-6 (5)
Cb-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)
(3)
C8-8.3
C8-8.4
C8-8.5
C8-8.6
C8-8.7
C8-8.8
C8-8.9
CS-8.10
C8-8.11
CS-8.12
C8-8.13
�
Lump Sum C8-8 (1)
�
Scope of Payment C8-8 tl)
Partial Estimates and Retainage C8-8 (2)
Withholding Payment C8-8 (3)
Final Acceptance C8-8 (3)
Final Payment C8-8 (3>
Adquacy of Design � C8-8 (4)
General Guaranty C8-8 (4)
Subsidiary Work C8-8 (5)
Miscellaneous Placement of Material CS-8 (S)
Record Documents C8-8 (5)
(4)
� _ . � --
�- � --m- - ._ .� �_ �.__. � ___ _ -
- .._��- - - p -- -
PART C - GENERAL CONDITIONS
C1-1 DEFINITIONS
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
performance 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
Blue
White
White
b. SPECIAL CONTRACT DOCUMENTS: The Special Contract
Documents are prepared for each specific project as
a supplement to the General Contract Documents and
include the following items:
PART A- NOTICE TO BIDDERS
above
PART B - PROPOSAL (Bid)
PART C - GENERAL CONDITIONS
PART D - SPECIAL CONDITIONS
PART E - SPECIFICATIONS
PERMITS/EASEMENTS
PART F - BONDS .
PART G - CONTRACT
PART H- PLANS (Usually bound separately)
(Advertisement> Same as
C1-1 (1)
'
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C1-1.3 NOTICE TO BIDDERS: Al1 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 signed 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 the Owner, has been publicly opened and
read and not rejected by the Owner.
C1-I.5 BIDDER: Any person, persons, firm, partnership,
company, association, corporation, acting directly or through
a duly authorized representative, submitting a proposal for
perForming the work contemplated under the Contract Documents,
constitutes a bidder.
C1-1.6 GENERAL CONDITIONS: The General Conditions are the
usual construction and contract 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
Conditions
precedence
there may be a conflict between the General
and Special Conditions, the latter shall take
and shall govern.
C1-1.7 SPECIAL CONDITIONS: Special conditions are 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
General Conditions and other ele,nents 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 whicn sets forth in detail the
requirements which must be met by all materials, con5truction,
workmanship, equipment and services in order to render a
completed and useful project. Whenever reference is made to
standard specifications, regulations, requirements, statutes,
etc., such referred to documents shall become a part of the
Contract Documents just as though they'were embodied therein.
C1-1.9 BOND: The bond or bonds are the written guarantee or
security furnished by the Contractor for the prompt and
Cl-1 (2)
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faithful performance of the contract and include the
following:
a. Performance Bond (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
' between the Owner and the Contractor covering the mutual
understanding of the two contracting parties about the project
to be completed under the Contract Documents.
'
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n
1�
C1-1.11 PLANS: The plans are the drawings or reproductions
therefrom made by the Owner's representative 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, Areliminary
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 were 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.
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C1-1.13 CITY COUNCIL: The duly elected and qualified
governing body of the City of Fort Worth, Texas.
C1-1.14 MAYOR: The officially elected Mayor, or in his
absence, the Mayor Pro tem of the City of Fort Worth, Texas.
C1-1.15 CITY MANAGER: The officially appointed and authorized
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.
C1-1 (3)
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C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official
of the City of Fort Worth, referred to in the Charter as the
City Engineer, or his duly authorized representative.
C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed
Director of the City Water Deoartment of the City of Fort
Worth, Texas, or his duly authorized reorPsentative,
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, gartnership,
company, firm, association, or corporation, entering into a
contract with the Owner for t'ne 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 principal 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 therzin.
C1-1.22 THE WORK OR PROJECT: The completed work contemplated
in and covered by the Contract Documents, including but not
limit�d to the furnishing of all labor, materials, tools,
equipment, and incidentals necessary to producz a completed
and serviceable project.
C1-1.23 WORKING DAY: A working day is defined as a calendar
day, not including �aturdays, Sundays, and legal holidays, in
which the weather or other conditions not under the control of
the Contractor permit the oerFormance of the principal unit of
work for a period of not less than s�ven (7) hours between
7:00 a.m, and 6:00 p.m., with 2xceptions as permitted in
paragraph C7-7.6.
C1-1.24 CALENDAR DAYS: A calendar day is any day of the week
or month, no days being excepted. �
C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be
prescribed by the City Council of the City of Fort
ooservance by City employees as follows:
Cl-1 (4)
observed as
Worth for
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l.
2.
3.
4.
5.
6.
7.
8.
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
holidays as the
may determine
January 1
Third Monday in 3anuary
Last Monday in May
July 4
First Monday in September
Fourth Thursday in November
Fourth Friday in November
December 25
in lieu of
City Council
When one of the above na�ed 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 ,�onday, 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 a'obreviations defined
herein appear in Contract Documents, the intent and meaning
shall be as follows:
AASH'I'0 - American Association oF MGD
State Highway Transportation
Officials
ASCE - American Society of Civil
Enginzers
LAW - In Accord3nce With
ASTM - American Society of
Testing Materials
AWWA - American Wat�r Works
Association
ASA - American Standards Association
HI - Hydraulic Institute
Asph.
Ave.
Blvd.
CI
CL
GI
Lin.
lb.
MH
Max.
- Asphalt
- Avenue
- Boulevard
- Cast Iron
- Center Line
- Galvanized Iron
- Linear or Lineal
- Pound
- Manhole
- Maximum
- Million Gallons Per
Day
CFS - Cubic Foot per
Second
Min, -
Mono.-
� -
R -
I.D. -
Elev.-
F -
C -
In. -
Ft. -
St. -
CY -
Yd. -
SY -
L.F. -
D.I. -
Minimum
Monolithic
Percentum
Radius
Iaside Diameter
O.D. - Outside
Diameter
Elevation
Fahrenheit
Centigrade
Inch
Foot
Street
Cubic Yard
Yard
Square Yar3
Linear Foot
Ductile Iron
C1-1 (�)
�, .
C1-1.27 CHANGE ORDER: A"Cnange 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 OrdPr unless the increase or decrease is
more than 25$ of the 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 t�e
following types of wearing surfaces apPlied over the natural
unimproved surface:
l. Any type of asohaltic concrete with or without
separate base material.
2. Any type of asphalt surface treat�nen�, not
including an oiled surface, with or without
separate bas` material.
3. Brick, with or without separate base matPrial.
4. Concrete, with ar without separate bas` material.
5. Any combination of 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 city street is defined as th�� area
�etween the right-of-way lines as the street is dedicated.
C1-1.31 ROADWAY:
oarallel lines two
(4'? feet back of
exists.
The roadway is defined as the area between
(2') feet back of the curb lines or Four
the average edge oE oavz�ent where no cur'o
C1-1.32 GRAVEL STREET: A gravel street is any unpaved strPet
to which has been added one or more a�plications of gravPi or
similar material ot'ner than the natural mat�rial found on the
str�et 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 PROPOSAL
C2-2.1 PROPOSAL FORM: The Owner will 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 prices are requested. The Proposal form 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 properly executed and filed
with the Director of the City Water Department one week prior
to the hour for openinq of bids.
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. 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. 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 qualification in work of both the same 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
department shall be sole judge as to the acceptability of
experience for qualification to bid on any Fort Worth Water
Department project.
The prospective bidder shall schedule the equipment he has
available for the project and state that he will rent such
additional equipment as may be required to complete the
project on which he submits a bid. .
C2-2.2 INTERPRETATION OF QIIANTITIES: The quantities of work
and materials to be furnished as may be listed in the proposal
C2-2(1)
forms or other parts of the ConLract Documents will be
considered as approximate only and will be used For the
r�urpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work
performed or materials furnished in strict accordance with the
Contract Documents an3 Plans. The quantities of work to be
performed and materials to be furnished may be increased or
decreased as hereinafter providzd, without in any way
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 Documents just
as though such addenda were actually written into the original
Contract Documents.
Bidders are r�quired, prior to the filing of proposal, to read
and become 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 investigations, tests, boring, and by such other
means as may be necessary to gain a complete knowledge of the
conditions which will be encountered during the construction
of the project. Th�y must judge for themselves t:�e
difficulties of the work and all attending circumstances
affecting the cost of d�ing the work or the time requi�ed for
its completion, and obtain all information required to make an
intelligent proposal. No information given by the Owner or
any rapresentative oF the Owner other than that contained in
the �ontract Documents and officially promulgated addenda
•t'ner�to, shall be binding upon the Ow;�er. Bidders shall rely
exclu�ively and solely upon their own estimates,
investigation, research, tests, ex�lorations, and other 3ata
which are necessary for full and complete information uoon
which tne pr000sal is to be bas`d. It is mutually agreed that
the submission of a pror�osal is Prima-Facie evidence that the
bidder has madz t'ne investigations, examinations and tests
herein required. Claims for add�tional compensation due to
variations between conditions actually encountered in
construction and as indicat�d in the Contract Documents will
not be allowed. ,
The logs oF Soil Borings, if any, showing on the plans are for
genzral information only and may not 'oe correct. Neither the
C2-2(2)
Owner nor the Engineer guarantee that the data shown is
representative of conditions which actually exist.
C2-2.4 SUBMITTING OF PROPOSAL: 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 shall state the prices,
written in ink in both words and numerals, for which he
proposes to do the work contemplated or furnishe the materials
required. All such prices shall be written legibly. In case
of discrepancy between the price written in words and the
price written in numerals, the price most advantageous to the
City shall govern.
If a proposal is submitted by an individual, his or her name
must be signed by him (her) or his (her) duly authorized 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 member of the
firm, association, or partnership, or by a person duly
authorized. If a proposal is submitted by a company or
corporation, the company or corporate name and business
address must 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 must 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,
incomplete bids, erasures, or irregularities of any kind, or
contain unbalance value of any items. Proposal tendered or
delivered after the official time designated for receipt of
�roposal sha11 be returned to the Bidder unopened.
C2-2.6 BID SECURITY: No proposal will be considered unless it
is accompanied by a"Proposal Security" of the character and
in the amount indicated in the "Notice to Bidders" and the
"Proposal." The Bid Security is required by the Owner as
evidence of good faith on the part of the Bidder, and by way
of a guaranty that if awarded the contract, the Bidder will
within the required time execute a formal contract and furnish
the required performance and other bonds. The bid security of
the three lowest bidders will be retained until the contract
is awarded or other disposition is made thereof. The bid
security of all other bidders may be returned promptly after
the canvass of bids.
C2-2(3)
C2-2.7 DELIVERY OF PROPOSAL: No pr000sal will be consider2d
unless it is delivered, accompanied by its proper Bid
Security, to the City Manag�r or his representative in the
official Dlace of business as set Forth in the "Notice to
Bidders." It is the Bi3der's sole responsibility to deliver
the pr000sal at the prooer 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 delivared. Each
�roposal shall be in a sealed envelope plainly marked with the
''i" 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.
l�
C2-2.8 WITHDRAWING PROPOSALS: Proposals actually £iled with
the City 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 oroposals not requested Eor
' non-consideration are opened and oublicly read aloud, the
proposals for which non-consideration requests have been
li properly filed ma , at the option of the Owner, be returned
unopened.
C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may
modify his prohosal by telegraphic communication �t any time
I prior to the time set For opening proposals, provided such
telegraphic communication is received by the �ity Manager
prior to the said proposal opening time, and provid�d furt'ner,
that the City Manager is satisfied that a written and duly
y authenticated confirmation of such telegraphic cocnmunication
over the signaLure of the bidder was mailed prior to the
i proposal opening time. If such confirmation is not received
within forty-eight (48? hours after the �r000sal opening time,
no further consideration will be given to the pronosal.
C2-2.10 P(JBLIC OPENING OF PROPOSAL: Pr000sals which have been
properly filed and For which no "Non-consideration Request"
has been received will be �ublicly opened an3 read aloud by
the City Manager or his authorized representative at the tiine
and olace indicated in the "Notice to Bidders." All proposals
which have been opened and read will remain on file with the
Owner until the contract has �een awarded. Bidders or their
authorized representatives are invited to be present for the
� opening of bids.
C2-2.11 IRREGULAR PROPOSALS: Praoosals sha11 be considerzd as
being "Irregular" if they snow any omissions, alte.rations of
form, additions, or conditions not called for, unauthorized
altarnate bids, or irregularities oF any kind. However, 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
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 for any of,
but not limited to, the Following reason:
a. Reasons for believing that collusion exists among
bidders.
b. Reasonable grounds for believing that any bidder is
interested in more than one proposal for work
contemplated.
c. The bidder being interest2d in any litigation
against the Owner or where the Owner may have a
claim against or be engaged in litigation against
the 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 cont.ract in an
unsatisfactory manner.
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
advance of the hour of the opening of proposals the
following:
1. Financial Statement showing the financial
condition of the bidder as specified in Part
"A" - Special Instructions.
2. A current experience recard showing especially
the projects of a nature similar to the one
under consideration, which have 'oeen
successfully completed by the Bidder.
3. An equipment schedule showing the equipment
the bidder has available for use on the
project.
The Bid Proposal of a bidder w�o, in the judgment of the
Engineer, is disqualified under the req�lirements stated
herein, shall be set aside and not opened.
C2-2(5)
PART C - GENERAL CONDITIONS
C3-3 AWARD AND EXECUTION OF
DOCUMENTS
S�CTION 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 made by the Owner, the
right will be reserved to reject any or all pr000sals 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 (MBE)
and or a a Woman-owned Business 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. Any material misrepresentation of any
nature will be grounds for 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 �t 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
comply with Current City Ordinance prohibiting discrirnination
in employment practices.
C3-3 (1)
The Contractor shall �ost 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 Em�loyment
Offic�r who will refer any qualified applicant he may have on
file in his office to the Contractor. Aporopriate notices may
be acquired from the Equal Emoloyment Officer.
C3-3.4 WITHDRAWAL OF PROPOSALS: After a pr000sal has been
read by the Owner it cannot be withdrawn by the Bidder within
forty-five (45) days after the date on which the pr000sals
were ooened.
C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to
withholdfinal action on the pr000sals for a reasonable time,
not to exceed forty-five (45) days after tne date of opening
proposals, and in no event wi11 an award be made until after
investigations have been made as to the rasponsibility of the
proposed awar3ee...
The award of the contract, if an award is made, will be to the
lowest and best responsible bidder.
The award of the contract shall not 'oecome effective until the
Owner has notified the Contractor in writing of such awar3.
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 oroposal security
which accompanied the pr000sals 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
diaposed of the bids, af�er which they will �e returned by the
City Secretary.
C3-3.7 BONDS: With the execution and delivery of tne Contract
Documents, the Contractor shall furnish to, and file with the
Owner in the amounts herein required, the following bonds:
a. PERFORMANCE BOND: A good an3 sufficient
performance bond in an amount not less thaa 100
percent oP the amount oE the contract, as evi3enced
by the proposal tabulation or otnerwise,
guaranteeing the fu11 and faithful execution of the
work and oerformance of the contract, and for tne
protection of the Owner and all other persons
against damage by r�ason of negligence of thz
Contractor, or improoer execution of t'ne work or
tne use of i�f�rior mat�rials. This perFormance
C3-3 (2)
bond shall guarantee the oayment for all labor,
materials, equipment, supQlies, and services used
in the construction of the work, and shall remain
in full force and effect until provisions as above
stipulated are 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 tne pr000sal tabulation or otherwise,
guaranteeing the prompt, full and faithful
performance of the general guaranty which is set
forth in paragraph C8-S.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 a11 payments as
above stipulated are made.
d. OTHER BONDS: Suc'n 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
shall be made on the forms furnished by the Owner and shall be
executed by an approved surety company doing business in the
City of Fort Worth, Texas, and which is acceptable to t�e
owner. In order to be acceptable, the name of the surety
shall be included on the current U.S. Treasury list of
accenta'Qle sureties, and the amount of bond written by any one
acceptable company sh�ll not exceed the amount shown on the
Treasury list for that company. Each bond snall be properly
executed by both the Contractor and Surety Company.
Sho uld any surety on the contract be determined unsatisfactory
at any time by the Owner, notice will be given the Contractor
to that effect and the Contractor shall immediately provide a
C3-3 (3)
new surety satisfactory to the Owner. No payment will be made
under the contract until the new surety or sureties, as
r2quired, have qualifie� and.have been accepted by the Owner.
The contract shall not be o�erative nor will any payments be
due or paid until ap�roval of the bonds by tne Owner.
C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the
Owner has by approgriat� 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 t'ne City Attorney, and �xecuted for the Owner by
either tne Mayor or City Manager.
C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the
Awardee to execute the requiY ed 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
�is proposal, and the Owner may annul the Award. By reason of
the uncertainty of the mar�et prices �f material and labor,
and it beiag impracticable and difficult to accurately
determine the amount of damages occuring to the Owner by
reason of said awardee's 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 par� of the Awar3ee and shall thereupon immediately be
forfeited to the Owner.
The filing oF a proposal will be consider�d as an acceptance
of this provision by the 3idder.
C3-3.10 BEGINNING WORK: The Contractor shall not commence
work until authorized in writing to do so by the Owner.
S'nould the Contractor fail to cosnmence work at the sit� of the
project within the time stipulated in the written
authorization usually termed the "Work Order" or "Proceed
Order", it is agreed that the Surety Company will, within ten
(10) days after the commencement date set forth in such
written authorization, co�nmence the physical execution of the
contra�t.
C3-3.11 INSURANCE: The Contractor shall not commence work
under this contract until he Zas o'ot-3ined all the insurance
required under the Contract Documents, and suc'n insurance has
besn approved by the Owner. The �rime Contractor sha11 oe
responsible 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 iasurance 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,
Workers' Compensation Insurance on all of his
employees to be engaged in work on the oroject
under this 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 �tatute,
the Contractor shall provide adequate employer's
general liability insurance 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
Comorehensive 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. ADDITION AL 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
�orth for public liability and property damage, the
following insurance:
1. Contingent Liability (covers General
Contractor's Liability for acts of
sub-contractors).
2. Blasting, prior to any blasting being done.
3. Collapse of buildings or structures adjacent
to excavation (if excavations are to be
performed ad�acent to same).
4. Damage to underground-utilities for $500,000.
C3-3 (S)
d.
5.
Builder's risk (where above-qround structures
are involved). - _
6. Contractual Liability (covers all
indemnification requir�ments of Contract).
AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY
DAMAGE: The Contractor shall procure and maint�in,
during the life oF this Contract, Comprehensive
Automobile Liability insurance in an amount not
less than $250,000 for injuries including
accidental death to any one person and subject to
the same limit for each nerson an amount not less
tha� $50O,OOQ on account of one accident, and
automobile property dama�? insurance ia 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 Cori�r3ctor and
his sub-contractors, respectively, against damage
claims which may arise from operations under tnis
contract, whether such ooerations be I�y the insured
or by anyone directly or indirectly e�nployed by
him, an3 also against any of the followrng soecial
hazards which may be encountered in the performance
of the Contr�ct.
f. PROOF OF CARRIAGE OF INSURANCE: The Con�ractor
sha11 turnish the Owner with satisfactory proof of
coverage by insurance required in thes2 �ontract
Documents �n amounts and by carri�rs satisfactory
to the Own�r. (Sample attached.) All insurance
requirements made ugon the Contractor shall aoply
�o the sub-contractor, shoutd the Prime
Contractor's insurance not cover the
sub-contractor's work operations.
g. LOCAL AGENT FOR INSURANCE AND BONDING: The
insurance and bonding companies with whom the
Contractor's insurance and gerformance, nay�ent,
maintenance and all such other bonds are written
sha11 be r�orese�ted by an agent or agents having
an ofEice located within the city limits of the
C3-3 (6)
City of Fort Worth, Tarrant County, Texas. Each
suc� agent shall be a d�ily qualif ied, one upon whom
service of process may be had, an� 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
ciai�nant, any claims that the City of Fort 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 representative is not so empowered by the
insurance or bonding companies, then such authority
must be vested in a local agent or claims officer
residing in the Metroplex, the Fort Worth-Da11a5
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 tlze Contract, the
C�ntractor shall pay for all materials, labor and services
when due.
C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll
covering payment of wages to all �erson engaged in work on the
project at the site oE the project shall be furnished to the
Owner's re�resentative within s`ven (7) days after thA close
of each payrolZ period. A cogy or copies of the aoplicable
minimum wage rates as set forth in the �ontract Documents
shall be kept posted in a conspicuous place at the site of the
project at all times during the course of the Contract.
Copies of the wage rates will be furnished the Contractor, by
the �wner; however, oosting and protection of the wage rates
shall be the r2s�onsibility of the Contractor.
C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor,
wnether a p�rson, p�rsons, �artnershi�, company, firm,
association, corporation or other who i.s approved to do
businQss with and ent�rs into a con�ract with the City for
construction of water 3nd/or sanitary s2wer facilities, will
have or shall establish a fully ooerational business ofFice
within the �'ort �Iort'n-Dallas metrogolitan arna. The
Contractor shall charge, delegate, or assign tnis office (or
he ma� delegate his Project Superintendent) with Fu11
authority to transact all business actions required in the
�erfo�mance of the Contract. This local authority shall be
ma3` resoonsible to act for the Contractor in all mattzrs
pertaizing to t�e work governed 'oy the-Contract whether it be
administrative or otnerwise and as such shall be empowered,
�hus delegated and dir�ctzd, to settle all m�t�rial, labor or
otner expenditures, all claims against the wcrk or any other
C3-3 (7)
matter a5sociated such as maintaining adequate and agoropriate
insurance or security cove.rage for the oroject. Such local
authority for administration oF the work under the Contract
sha11 oe maintained until all business transaction5 executed
as part of the Contract are complete.
Shouid the Contractor's principal bas� of ooerations 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, 3s applicable,
by the Cont.ractor's responsible offic�rs 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 documents. The
intent of these requirements is that all matt�rs 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 coverag2. Should the Contractor's local re�oresentative
Fail to perform to the satisfaction of Engiaeer, the Engineer,
at his sole discretion, may demand that such local
representative be rzplaced and the Engineer 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 worx stopnages ar�
in effect for this reason.
C3-3.15 VENUE: V?nue of any action hereinunder shall be
exclusively in Tarrant County, Texas.
C3-3 (8>
PART C - GENERAL CO�DI'rIONS
C4-4 SCOPE OF WORK
SECTION C4-4 SCOPE OF WORK
C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite
intention of these Contract Documents to provide for a
complete, useful project which the Contractor undertakes to
construct or furnish, all in full compliance with the
requirements and intent of the Contract Documents. It is
definitely understood that the Contractor shall do all work as
Qrovided for in the Contract Documents, shall do all extra or
special work as may be considered by the Owner as necessary to
complete the project in a satisfactory and acceptable maaner.
The Contractor shall, unless otherwise specifically stated in
these �ontract Documents, furnish all labor, tools, materials,
machinery, equipment, special services, and incidentals
necessary to the prosecution and completion of the project.
C4-4.2 SPECIAL PROVISIONS: Should any work or conditions
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 'Qy these Contract
Documents, then "Special Provisions" covering all 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. All such "Special Provisions"
shall be considered to be a part of the Contract Docunents
just as theugh they were originally written therein.
C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves
th2 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, incrsas�d or decreased at t'ne unit prices.
Such increased or decreased quantity shall not be more than 25
percent of the contemplated quantity of such item or items.
When such changes incr�ase or decrease the original c�uantity
of any item or items of work to be done or materials to be
furnished 'Ay the 25 nercent or more, then either party to the
contract shall upon written request to the other party 'pe
entitled to a re�ised consideration upon that nortion of the
work above or oelow the 25 oercent of, the original quantity
stated in the proposal; suc� r?vised-consideration to be
determined b�y special agreement or as hereinafter provided for
"Extra Work," vo allowance will be made for any changes in
anticipated grofits nor shall such changes be considered as
C4-4 (1) �
�
waiving or invalida�ing any conditions or provisions of t'ne
Contract Documents.
Variations in quantities of sanitary s`=.a�r ni�es i� depth
� categcries, shall be interpr�ted ha�ein as applying to tn2
overall quantities or sanitary sewer pipe in each Qi4e size,
but not to tne various depth categories.
C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the
Owner re5erves the right to make such changes in tne Contrac�
Documents and in the character or quantities of the work as
may be necessary or desirable to insure completion in tne most
satisfactory manner, provid�d such chang?s do not materially
alter tne original �ontract Documeats or change the general
nature of the project as a w�ole. Such changes sha11 not oe
consid�re3 as waiving or invalid.�ting any condition or
orovision of the Contract Docum?nts.
C4-4.5 EXTRA WORK: Additional work made necessary by c:�anges
and altera�ions oE the Contract �ocuments or oE quanr_ities or
for other r�asons f�r which no prices ar� provided iz th�
Contract Documents, shall be defined as "Extra Work" and shall
be p�rformed by the Contractor in accordance with these
Contracr_ �ocuments or ap��roved additions tizereto; provided,
however, that beEor� any extra work is begun a"Chang? Order"
shall be executed or �aritten order issued by the Owner to do
tne work for payments or credi�s as shall be determined by one
or more compination of the following mathods:
a. Unit bid �rice prev.iously apProved.
b. An agra_ed lump sum,
�. The actuai reasonable cost oF (1) labor, (2) rental
of equipment used on the extra work Fcr ti�e time so
us�d ac As:�ociated ��eneral Contraccors oF Am�r;ca
curr?nt equipmen: rental rates; (3) materials
entering permanently into the project, and (�)
a�:tual cost of ins�iranc?, oond�, an3 so��ial
5ecurity a5 det2rmined by the Own�r, �lus a fix�d
f�e to oe agrned uoon bu� not to �x^eed 10°� oE tne
actual cost of sucn ex=ra wor'�c. The Fixed f�e i.�
no� to inc1u32 any addit.ional orofit to t;�e
Cont.ractor �or r?ntal of equi�ment own��.� �y hi�n and
uszd For tn? extra work. Tne E�e shall o� f�i11 and
co�nplete compensati�n to cover the cost oE
sup�rintendence, overhea'�i, other prof.it, general
�nd al L other :�x��ns� not inc.lude3 i�z ( 1), ( 2),
i3;, an� t4) abov?. The Contractor �hall keer�
accurat� cost rzcords on the forn an� i�z the method
C�-4 (2)
,�...
suggest�d by the Owne.r and s�all give tize Owner
access to all accounts, bills, vouchers, and
r?cords relating to the �xtra Work.
No "Change Order" shall become effective untit it ha� been
approved and signed by each of the Contracting parti�s.
No clai�n for �xtra �Vork o.E any kind wi11 be allowe<� unless
or3ered in writing ny the Owner. In case any ord`rs or
instructions, ei�her oral or written, app?ar to the Contractor
to involve Extra Work for w:�ich he snoul3 receive
compensation, he shall mak2 written request to the Engineer
For written ord�rs autnorizing such Extra Work, orior to
beginning sucn work.
Should a diFfer�nce arise as to wha� do?s or does not
constitute Extra Work, or as to th? payment th�reof, and th�
Engineer insists upon its performance, the Contractor shall
pro;,eed with the work after making written request for written
orders and shall keep an accurate account of the actual
reasonable cost thereof as orovided undz� method (Item C).
Claims for extra work will not be pai� unl?ss the Contractor
sha11 file his claim with the Own�r witnin five (5) days
before the timP For making the first estimat� after such work
is done and unless �he claim is sup�oorted by satisFactory
voucners and certified payrolls covering all labor and
materials expended upon t'ne said Extra v�ork.
The �ontractor shall furnish t'ne �wner such installati�n
recoids �f all deviations from the original Contract �ocuments
a.� may be necessary to enable the Owner to pre�ar� for
�ermanent reco�d a corrected set of �lans showing the actu�31
installati�n.
The comp�naation agree3 uPon for '�xtra wor�c' whe�her or not
iniiti3ted by a'change order' sha11 be a fu11, c��mplet� an3
f ina� na�ment Eor all coats Contractor i:�clirs as a r.=_sult or
re1�t_ing t� i:he cnange or extra work, whPther said costs ara
kr.own, 1inknown, for�s�en or unfores�en at t�at time, inclsdi�g
wit:�out iimitation, any costs for d?lay, extend?d ov�rh�ad,
rioole or impact cost, or any otner :�ffect on c'nan3?d or
uncnang�d work as a r�sslt or the �'.Zar�ge or zxtr� wor'�c.
�_�-4.6 SCHEDULE OF OPERATIONS: BeEore commencing any wor�c
under tnis contract, the Contractor shall submit to tne Own�r
dC1� r�C?1 V� �i1P_ �Wil�t � 3 aporov�l theraof � d'�SC(]�.'c�lll? O�
Opera`ions," show:ng by a str•�ight 1•ine method �ne date oE
commencir.g and finishiZg ?ach oE the major elements oE th?
cont�act. Tii�r? sl.Z�ll �e als� s�iown t%�c� �stimated rnont�ly
COat OE WOCi{ fOC WY11(;`l ?3�`.1!Ildt?S 3C� `O 'Oe �K�?Cr?t�. Tr1E..'C3
�4-4 (3)
shall be presented also a composite graoh showing the
anticioated progress of construction wit'n the time being
olotted horizontally and the percentage of completion plotted
vertically. The orogress cnarts shall be prepared on 8-1/2" x
11" sheets and at l�ast five alack or blue line prints shall
be furnished to the Owner.
C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT
FACILITIES: Within ten (10) days prior to submission of
first monthly progrzss �ayment, the Contractor shall
prepare and submit to the Owner For approval �ix copies of
the schedule in �hich the Contractor pr000ses to carry on
the work, the date of which he will s�art the several major
activi�ies (includi�g Qrocurement of materiala, �lans, and
equipment> and the contemplated dat2s for completing the
same. The schedule shall be in the form of a time schedule
Critical Path Method (CPM) n�twork 3iagram, As tne work
progr�sses, the Contractor shall enter on the dia7ram the
actual orogress at the end of eac'n partial payment p�riod
or at such intervals as directed by the Engineer. The
Contractor shall also revise the schedule to reflect any
adjustments in contract time a�proved 'oy the Engineer.
Three copies of the updated schedule shall be delivere� at
such i�tervals as dir�cted by the Owner.
As a�inimum, the construction schedul? shall incorporate
all work ?lements and activities indicated in the proposal
and in the technical sDecifications.
Prior to the final drafting oF the detail?d cons�ruction
schedulP, the Contractor shall revi�w the draft schedule
with the Engine�r to ensure the Contractor's understanding
of the contract .r?quirPm�nts.
.The f�llowiag guidPlines sha11 be adher�d t� in praparing
the construction schedule:
a. Milestone dates and final project com�letion
dates shall 'Qe d�vetoped to conForm t� time
constraizts, sequencing r�quire�nents and
co�npletion time.
b. The construction proces� shall be divided into
activi�ies wit'n time durations oL ap�roximately
iourt`en (14) days and construction values not to
�xceed $50,000. Fabrica.tion, d:�livery a��
ssbmittal activities ar� exc�r�tions to this
guideline.
C4-4 (4)
c. Durations shall be in calendar days and normal
holidays an3 weather conditions over the duration
o� the contract shall be accounted for within the
duration of each acti��ity.
d. One critical path shall be shown on the
construction schedule.
e. Float time is deFined as the amount of time
'oetween the earliest start 3ate and the latest
start dat� of a chai� of activities of the CPM
construction schedule. Float time is not for the
exclusive use or benefit of either �ne Contractor
or the Owner.
f. Thirty days shall be used for submittal review
unless otherwise sQecified.
The construction schedule shall as a minimum be divided
into gen�ral categories as indicated in the Proposal and
Technical Specifications a�d each general category sha11 be
broken down into activities in enough detail to achiPve
activities of approximat�ly fourteen (14) days duration.
For each general c�tegory, the constriiction schedule shall
identify all tra3es or subcontracts whose work is
reoresented Qy activities that follow the guidelines of
this Section.
For each of the trades or subcontracts, the construction
schedule shall indicat� the foilowing orocurements,
construction and �reaccept3nce activities an3 events in
their logical sequence for equipment and mat�rials.
l.
2.
3.
4.
5.
Pre�oaration and tr.3nsmittal of submittals.
Submitral revi�w periods.
Shoo Ea�rication and delivPry.
Eraction or installati�n.
Transmittal of manufact�sr�r's ooeration and
maintenance instructions.
6. Installed equipment and mat�rials testing.
7. Owner's operator instrucr_ion (if. applic3bla).
8. Final inspection.
�4-4 (5)
9. Operational �esti�g.
10. Final insoection.
If, in the o�inion of the Owner, work accomplished falls
behind that scheduled, the Contractor shall take such
action as necessary te improve his progr�ss. In addition,
the Owner may require the Contractor to submi� a revised
schedule de�onstrating his grogra�n and propose3 plan to
make up lag in scheduled �rogress and to i�sure com�l�tion
oF the work within the contract time. If the O�ner finds
the oroposed �lan not acceptabl?, ��e may require the
Contractor to increas` t'ne work force, �he constructi��n
olant and e�uir�ment, tnP numoer of wor'{ snifts or the
ove�time ooerations without additional cost to the Owner.
Failure of tne Contractor to comply with tizes2 r�quirements
shall be considere3 grounds for 3etermination by tiie Own�r
that tize Contractor is failing to prosecute t'ne work ;vith
such diligenc-a as will insure it� comple�ion within the
time s�ecified.
�4-4 (6)
PART C - GENERAL CONDITIONS
CS-5 CONTROL OF WORK AND
MATERIALS
SECTION CS-5 CONTROL OF WORR AND MATERIALS
C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to
the satisfaction of the Engineer and in strict compliance with
the Contract Documents. He shall decide all questions which
arise as to the quality and acceptability of materials
furnished, work performed, rate of progress of the work,
overall sequence 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 questions 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 furnished, and his decisions and
estimates shall be final. His estimates in such event shall
be a condition to the 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 shall conform with lines, grades, cross-sections,
finish, and dimensions shown on the plans or any other
requirements otherwise described in the Contract Documents.
Any deviation from the approved Cont�act 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, wnich, taken
together, ar� intended to describe and provide for a complete
and useful project, and any requirements aopearing in one of
the sections is as binding as though it occurred in all
sections. In case of discrepancies, figured dimension shall
govern over scaled dimensions, plans shall govern over
specifications, special conditions shall govern over general
conditions and standard specifications, and quantities shown
on the plans shall govern over those shown in the proQosal.
The Contractor shall not takz advantage of any appar�nt error
or omission in the Contract Documents, and the Owner shall be
permitted to make such corrections or interpretations as may
be deemed necessary for tne fulfillment of the intent of the
Contract Documents. In the event the Contractor discovers an
apnarent error or discrepancy, he sha11 immediately call this
condition to the attention of the Engineer. In the event of a
conflict in the �rawings, 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 Contr�ctor will be
furnished with tlzree sets of the Contract Documents and shall
have available on the site of tne project at a11 times one set
of such Contract Documents.
The Contract shall give to the wor� the constant attention
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 all times have comp�tent person�el
available to the project site for proper performance of the
work. The Contractor shall provide and maintain at all times
at the site of the project a competent, English-speaking
superintendent and an assistant who are fully authorized to
act as the Contractor's agent on the work. Such
superintend�nt and his assistant shall be capa'ole of reading
and understanding the Contract Documents and shall receive and
fulfill instructi�ns from the Owner, the Engin�er, or his
authorized representatives. Pursuant to this responsibility
of the Contractor, the Contractcr shall designate in writing
to the project superintendent, to act as the Contractor's
agent on the work. Such assistant.oroject superint?ndent
shall be a resident of Tarrant County, Texas and shall be
subject to call, as is the project Superintendent, at any time
of the day or night on any day of the wee'�t on wizich the
Engineer determines tna� circumst.�nces require the presence on
tize project site of a.rzoresentative of the Contractor to
CS-5 (2)
adequately provide for the safety or convenience of the
traveling public or �he owners of property across which the
project extends or the safety of property contiguous to the
project rauting.
The Contractor shall orovide all facilities to enable the
Engineer and his in5pector to examine and inspect the
workmanship and materials entering into the work.
C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the
opinion of the Owner or Enginee.r, a condition of 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
Engineer to alleviate the emergency condition. Such a
response shall occur day or night, wheth�r the project is
scheduled on a calendar-day or on a working-day basis.
Should the Contractor fail to respond to a request from the
Engineer to rectify any discreoancies, omissions, or
corrections necessary to conform with the requirements of the
project specifications or plans, the Engineer shall give the
Contractor written notice that such work or changes are to be
performed. The written notice shall direct attention to the
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 costs for such
remedial action, nlus 25�, from any funds due the Contractor
on the project.
C5-5.6 FIELD OFFICE: The Contractor shall provide, at no
extra compensation, an adequate Field office for use of the
Engineer, if sQeciEically called For. Th? field office shall
be not less than 10 by 14 feet in floor area, substantially
constructed,, well heated, air conditioned, lighted, and
weathzr-proof, so that documents will not be damaged by the
elements.
C5-5.7 CONSTRUCTION STAKES: The City, throug'n its Engineer,
will furnish the Contractor with all lines, �rades, and
measurements necessary to the proper prosecution and contr�l
of the work contracted for under these Contract Documents, and
lines, grades and measurPrne�ts wi11 be established by means oF
stakes or othar �ust��nary metnod of marking as may 'oe found
consistent with good practice.
C5-5 (3)
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
guidanc� shall be �reserved by the Contractor until he is
authorized by the Engineer to remove them. Whenevar, in the
opinion of the Enginezr, any stakes or mar:{ings hav� been
carelessly or willfully destroyed, disturbed, or removed by
the Contractor or any of nis employees, tne full cost of
replacing such stakes or marks plus 25$ will be charged
against the Contractor, and the full amount will be deducted
from pay�ent due the Contractor.
C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City
Inspectors will be authorized to inspect all work done and to
be done and all material� furnished. Sucn inspection may
extend to all or any part of the work, and the oreoaration or
manufacturing of the mat�rials to be used or equipment to be
installed. A City In5pector may be stationed on the work to
report to tne Engineer as to the progr?ss of the wor'�c and t'ne
manner in which it is being performed, to report any evidence
that the materials being furnished or the work be�ng performed
by the Contractor fails to fulfill tne requirements of the
Contract Documents, 3nd to call th? attention of the
Contractor to any such failure or other infringements. Such
inspection or lack oF inspection will not relieve tne
Contractor from any obligation to perform the wor�c in
accordance with the requirements of the Contract nocuments.
In case of any dispute arising b2tween the Contractor and the
City Insoector as to the materials or equipment .furnished or
t'n� manner of performing the work, the City Inspector will
have authority to reject materials or �quipment to suspend
work until the question at issue can be referred to and be
decid?d by the Engin�er. The City Inspector will not,
however, be autnorized to revokP, alter, �nlarge, or release
any requirement �f thes� Contract Documents, nor to aoprove or
accept any portion or section of the work, nor to issue any
ins�ructions contrary to cne rzquirements of the Cont.ract
Documents. He will in no case act as ssperintendent or
foreman or nerform any ather 3uties f�r the Contractor, or
interfere with the management or operation of the work. �ie
will not accept from the Contr�ctor any co�npensation i� any
form for performing any duties. The Contra�tor shall regard
and ooey the directions and instructions of the City Inspector
or Enginear when the sa�ne are consistent witll the obligations
of th� Contract Docurnents, provided, howev�r, should the
Contract<�r ooject to any or3Prs or instru�tions of the City
Inspector, the Contractor may within six days make aritten
appaal to th2 Engine�r for nis d�cision on the matter in
controversy.
C5-5 (4)
CS-5.9 INSPECTION: The Contractor shall furnish the Engineer
with every reasonable facility for ascertaining whether or not
the work as performed is in accor3ance with the requirements
of the Contract Documents. If� the Engineer so requests, the
Contractor shall, at any time bzfore acceotance oF the work,
remove or uncover such portion of the finished work as rnay be
directed. After examination, the Contractor shall restore
said portions of the work to the standard required by the
Contract Documents.
Should the wor'� exposed or examined prove acceptable, the
uncovering or removing an3 replacing of the covaring or making
good of the parts removed shall be paid for as extra work, but
should be wor� so exposed or examined prov� to be
unacceptable, the uncovering or removing and the replacing of
all adjacent defective or damaged narts shall be at the
Contractor's expense. No wor:{ shall be done or materials used
without suitable supervision or inspection.
C5-5.10 REMOVAL OF DEFE�TIVE AND UNAUTHORIZED WORK: All work,
materials, or equipment which has been rejected shall be
remedied or removed and replaced 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
authority, 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 paragraQh, the Engineer will have the
authority to cause detective work to be r�medied or removed
and replaced and unautiz�rized wor� to be removed, and the cost
tnereof may be deducted From any money due or to become due to
t�he Contractor. Failure to require tne removal of any
def�ctive or unauthorized work shall not constitute acceptance
of such works.
CS-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the
Specifications, law, ordinance, codes or regulations permit
Contractor to f�lrnish 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, Drior to the
preconstruction conFerence, mak? written aPnlication to
ENGINEER for approval of sucll substitut? certifying i� writing
that the �r000sed substitute will o-erForm adequately the
functions called for by the general 3Psign, be similar and of
equal substance to that speciEie3 and be suited to the same
use aad capable of performing the same function as that
specified; and identifying a11 variations of the proposed
�5-5 (S)
substitute from that specified and indicating available
maintenan�e service. No substitute shall be ordered or
install�d without the written,a�proval of Engineer who will be
the judge of the equality and may require Con�ractor 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 may require which shall be furnished at Contractor's
expense. Contractor shall indemnify and hold harmless Owner
and Engineer and anyone directly or indirectly employed by
either of them from and agaiizst the claims, damages, losses
and expenses (including attorneys fees) arising out of the use
of substituted mat�rials or equipment.
C5-5.I2 SAMPLES AND TESTS OR MATERIALS: Wher�, in the ooinion
of the Engineer, or as call�d for in the Contract �ocuments,
tests of materials or equipment are necessary, such tests will
be made at the expense of and oaid for direct to the testing
agency by the �wner 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 res�onsibiLity of
furnishing materials and equipment fully conforming to the
requirements of the Contract Documents. Tests and sampling of
materials, unless otherwise soecified, will bz made in
accordance with the latest methods prescribed by the American
Society for Testing �at�rials or specific requirements of the
Owner. The Contractor shall nrovide such facilities as the
Engineer may require for collecting and forwarding samples and
shall not, �aithout specific written permission of the
Engineer, use the materials represented by the samples until
tests have beea made and the mat�rials approved for use. The
Contractor will furnisil adequat� samoles without charge to the
Owner.
In case oF concrete, the aggregates, design minimum, and the
mixing and transporting equipment shall be approved by the
Engineer before any concr�te is placed, and the Cont3ctor
shall be r�sponsible for replacing any concrete which d�es not
meet the requirements of the Contract Documents. Tests shall
be made at least 9 days prior to the placing of co�icrete,
usiag samples from the sa�e aggregat�, cement, and mortar
which are to be us?d 1at�r in tne concrete. Should the source
of supply change, n?w test� shall be made Prior to the use oE
the new ;naterials.
C5-5.13 STORAGE OF MATERIALS: All �nat?rials which ar� to be
us2d in the construction operation shall �e stor�d so as to
insure the preservation of the quality and fitness oF the wor'�c,
When directed by the Engine�r, th�y shall b' plac�d on woode�
platforms or other har3, clean durable ssrfaces and not on the
C�-5 (6)
ground, and shall be �laced under cover when directed. Stored
materials shall b? 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 mains, conduits, sewer lines and service lines
for all utilities, etc., is unknown to �he Owner, and the
Owner assumes �o responsibility for failure to show any or all
such structures and utilities on the 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 for Extra Work or for increasing th2
pay quantiti�s in any manner whatsoever, unless an obstruction
encountered is such as to necessitate changes in the lines and
grades of considerable magnitude or requires the building of
special works, �rovision for which is not made in the Contract
Documents, in which case the provision in these Contract
Documents for Extra Work shall apply.
It shall be the Contrac�ors responsibility to verify locations
of adjacent and/or conflicting utilities sufficiently in
advance of constructi�n in order that he may negotiate such
local adjustments as nec�ssary in the constru�tion process to
provid� adequate clearances. The Contractor shall take all
necessary preeautions in order to protect all existing
utilities, structures and service lines. Verification of
existing utilities, structures and service lines shall include
notification of all utility companies at least forty eight
(48) hours in advance of construction including exploratory
excavation if necessary. All verification of existing
utilities and their adjustment shall be considered as
subsidiary work.
C5-5.15 INTERRUPTION OF SERVICE:
a. Normal Prosecution: In the normal nrosectuion of
work where the int�rruption of service is necessary,
the Contractor, at least 24 hours in advance, shall
be r�quir�d to:
1. Notify the Wat�r Dep•artment's Distribution
Division as to location, tim?, and schedule of
service interruption.
CS-5 (7)
2.
Notify each customer personally through
responsible personnel 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 prepared tag form
shall be attached to the customer's entrance
door knob. The tag sha11 be durable in
composition, and in large bold type shall say:
"NOTICE"
Due to Jtility Improvement in
your 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
interruption occurs, notice shall be as above,but
immediate.
CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through
acts or neglect on the part oF the Contractor, any other
�ontractor or any sub-contractor shall suffer loss or damage
on the work, the Contractor agr�es to settie with such otner
Contractor or sub-contractor 'oy agreement or arbitration. If
such other Contractor or sub-contractor sha11 assert any claim
against the Owner on account of any damage alleged to have
been sustained, the Owner will notify the Contractor, who
shall indemnify and sav? harmless the Owner against any such
claim.
C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials
accumulated on the job site during the orosecution of the work
under these Contra�t Documents shall be accomplished in
ke�ping with a daily routine estabZished to the th�
satisfaction of the Engineer. Twenty-fours fours aFter
written notice is given to the Contractor that the clzan-up on
the joo si'�a is proceeding in a manner unsatisfactory to the
Engineer, if the Contractor fails to correrr_ the
CS-5 (8)
R`�'
c
unsatisfactory procedure, the City may take such direct action
as the Engineer deems appropriate to correct the clean-up
deficiencies cited 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 become due to the
Contractor.
Upon the completion of the project as a whole as covered by
these Contract Documents, and before final acceptance and
final payment will be made, the Contractor shall clean and
remove from the site of the project 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 which originally existed. Surplus and
waste materials removed from the site of the work shall be
disposed of at locations satisfactory to t'ne Engineer. The
Contractor shall thoroughly clean all equipment and materials
installed by him and shall d�liver over such materials and
equipment in a bright, clean, polished and naw appearing
condition. No extra compensation will be made to the
Contractor for any clean-up required on the project.
C5-5.18 FINAL INSPECTION: Whenever the work provided for in
and contemplated under the �on�ract Documents has been
satisfactorily completed and finaZ cleanu� oerformed, the
Engineer will notify the proper officials of the Owner and
request that the Final inspection be �a3e. Such inspection
will be made within 10 days after such notification. After
such final insQection, if the work and mat�.rials and equipment
are found satisfactory, the Contractor will be notified in
writing of the acceptance of the same after the proper
resolution has been passed by the City Council, No tim�
charge will be made against the Contractor between said date
of notification of the Engineer and tne date of final
inspection of the work.
C5-5 (9)
PART C - GENERAL CONDITIONS
C6-6 LEGAL RELATIONS AND 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 aTl Federal and State Laws and City
ordinances and regulations which in any way affect the conduct
of 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 and 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: The 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, trade-marks, and copy rights in any
w�y involved in the work. The Contractor and his sureties
shall indemnify and save harmless the Owner from any and all
claims for infringement by reason of the use of any such
patented design, device, material or process, or any
trade-mar k 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
infringement of any oatent claimed to be infringed upon by the
design, type of construction or material or equipment
specified in the Contract Documents furnished the Contractor
by the Owner, and to hold the Contractor harmless on account
of such suits.
C6-6 (1)
PROVISIONS: The Contractor shall establish
his employees such regulations in regard to
3isposal of garbage and waste as will tend to
:ion and spread of infectious or contagious
affectively prevent the creation of a nuisance
any property ei�her public or private, and
s as are required by Law shall be put into
id effect by the Contractor. The necessary
iences for use of laborers on the work,
ied from public observation, shall be
maintained by the Contractor and their use
y enforced by the Contractor. All such
be kept in a clean and sanitary condition,
�nable odors so as not to cause a nuisance.
s and regulations of the State of Texas and
strictly complied with.
FETY AND CONVENIENCE: Materials or equipment
work sha�l be so placed and used, and the
11 times be so conducted, as to cause no
ion or inconvenience to the public than is
absolutely necessary by the Engineer. The
iired to maintain at all times a11 p�ases of
h a manner as not to impair the safety or
� public, including, but not limited to, safe
ngress and egr�ss to property contiguous to
Ze �ontractor shall make adequate provisions
able ingress and egress ror normal vehicular
iring actual trenching or pipe installation
11 driveway crossings. Such provisions may
placement of crushed stone or gravel or such
roviding proper ingress and egress for the
� the driveway as the Engineer may approve as
ch other means may include the diversion of
with specific approval by the Engineer. If
affic is approved by ti�e Engine`r at any
tractor shall make arrangements satisfactory
at any location, the Contractor shall make
sfactory to the Engineer for the diversion of
11, at his own expens2, provide all materials
work necessary For the construction and
roadways and bri3ges for such diversion of
{s must aot be oostructed except by special
Engineer. .
�avated and the construction materials such as
�onstruction of the work shall be placed so
�r the work or prev?nt free access to all fire
srm boxes, polic� call boxes, water valves,
C6-6 (2)
r
gas valves, or manholes in the vicinity. The Owner reserves
the right to remedy any neglect on the part of the Contractor
as regards to public convenience and safety whicii may come to
its attention, after twenty-four hours notice in writing to
the Contractor, save in cases of emergency when it shall have
the right to remedy any neglect without notice, and in either
case, the cost of such work done or materials furnished by the
Owner or by the City shall be deducted from monies due or to
become due to the Contractor.
The Contractor, after ap�roval of the Eng,ineer, shall notify
the Fire Department Headquarters, Traffic En�gineer, and Police
Department, when any street or alley is req�ested to be closed
or obstructed or any fire hydrant is to be rha3e inaccessibler
and, when so dir�cted by the Engineer, sha�ll keeo any street,
streets, or highways in condition for unobstructed use by fire
apparatus. The Contractor shall prompt�y notify the Fire
Department Headquarters when all such ob�tructed streets,
alleys, or hydrants are again placed back in� service.
Where the Contractor is required to c�nstruct temporary
bridges or make other arrangements for crossing over ditches
or streams, his responsibility for accid�nts in connection
with such crossings shall include the roa#3way approaches as
well as the structures of such crossings.
The Contractor shall at all times conduc� his operation and
the use of construction machinery so as not to damage or
destroy trees and shrubs located in clos� proximity to or on
the site of the work. Wherever any such damage may 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 statement showing alI such claims adjusted.
C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND
RIGHT-OF-WAY: For the 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 the ordinances of the
City, as shown in the Contract Documents, or as may be
specifS.cally authorized in writing by the Engineer. A
reasonable amount of tools, matArials, and equipment for
construction purposes may be stored in such space, but no more
than is necessary to avoid delay in the construction
ooerations. Excavated and waste materials shall be piled or
stacksd in such a way as not to interfere with the use of
spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
If the street is occupied by railway tracks, the work shall 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 uQon 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 shall
be provided by him at his own cost and expense.
C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any
right-of-way of any railway, the City will secure the
necessary eas�ment for t'ne 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 ta�e all precautions for
safety of property and the public. Negotiations with the
railway companies for oermits shall be done by and through the
City. The Contractor 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 Contractor 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 work is
carried on in or adjacent to any street, alley, or Qublic
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 all such
other precautionary measures for the protection of persons or
Droperty and of the work as are necessary. Barricades and
fences shall be painted in a color that will be visible at
night. From sunset to sunrise the Contractor shall furnish
and maintain at least one easily visible burning light at each
barricade. A sufficient number of barricades shall be erected
and maintained to k?ep pedestrians away from, and vehicles
from being driven on or into, any work under construction or
being maintained. The Contractor shall furnish watchmen and
keep them at their respective assignments in sufficient
numbers to protect the work and prev�nt accident or damage.
Al1 installations and procedures shall be consistent with the
provisions se� forth in the "1980 Texas Manual on Uniform
Traffic Control Devices for Streets and Highways" issued under
the authority of the "State flf Texas-UniForm Act Regulating
Traffic on �ighways", codified as Article 6701d Veron's Civil
Statutes, pertinent sec�ions being Section Nos. 27, 29, 30 and
3i.
C6-6 (4)
The Contractor will not remove any regulatory sign,
instructional sign, street name s�gn, 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 Mar�ings 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
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 reguirements are met. When
construction work is completed to the extent that the
permanent sign can be rz-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.
The Contractor will be held resoonsible for all damage 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 removed and replaced by
the Contractor at the Contractor's own expense. The
Contractor's responsibility for the maintenance of barricades,
signs, fences and lights, and for providing watchmen shall not
cease until the project shall have been completed and accepted
by the Owner.
No compensation, except as specifically provided in these
Contract Documents, will be paid to the Contractor for the
w,ork and materials involved in the constructing, providing,
and maintaining of barrica3es, 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 tne proper protection, safety, and
convenience of the public during the contract period, as this
work is considered to be subsidiary tc the several items for
which unit or lump sum prices are requested in the Proposal.
C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the
Contractor elect to use explosives, drop weight, etc., in the
prosecution of the work, the utmost care shall be exercised at
all times so as not to endanger l�ife or property. The
Contractor shall notify the proper representativ� of any
public service corporation, any company, individual, or
utility, and the Owner, 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 tne use of explosives is to be permitted on the project,
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 coverage to
protect against any damages and/or injuries arising out oF
such use of explosives.
All 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 explosives are store3 or kept, they shall be stored
in a safe and secure manner and all storage places shall be
plainly marked "DANGEROUS EXPLOSIVES" and shall be under the
care of a competent watchman at all times. AI1 vehicles in
which explosives ara 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 orovi3e 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 expense. Such
additional rights-of-way or ��vork area shall be acquired for
the benefit of the City. The City sha11 ne notified in
writing as to the rignts so acquired before work begins in the
affected area. The Contractor shall not enter upon orivate
property for any purpose without having previously obtained
permission from the owner of such property. The Contractor
will not be allowed to store equipment or material on private
property unl�ss and until the �pecified approval of the
property owne.r has 'Deen secured in writing 4y the Contractor
and a copy furnisned to the Engineer. Unless soecifically
provided otherwise, the ContraCtor shall clear all
rights-of-way or easements of obstructions which must be
removed to makz possible prouer �rosecution of the work as a
part of the project construction operations. Tne Contractor
shall be resoonsible for the praservation of and shall use
C6-6 (5)
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 all conduits, overhead pole lines, or appurtenances
thereof, including the construction of temporary fences, and
to all otner public or private property along adjacent to the
work.
The Contractor shall notify the proper representatives of
owners or occupants of public or private lands or interest in
lands which might be affected 'oy the wor�c. Such notice shall
be made at least 48 hours in advance of the beginning of the
work. Notices shall be apolicable to both 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 the manner or method or execution of the work,
or at any time due to defective work, material, or equipment.
When and where any direct or indirect or injury is done to
public or private property on account of any act, omission,
neglect, or misconduct in the execution of the work, or in
consequence of the non-execution thereof on the part of the
Contractor, he shall restore or have restored at his own cost
and exoense such property to a condition at 12ast equal to
that existing before such damage or injury was done, by
repairing, rebuilding, or otherwise replacing and restoring as
may pe directed by the Owner, or he shall make good such
damages or injury in a manner acceptable to tne owner of the
property and the Engineer.
Al1 fences encountered and removed during construction oF
this project shall be restored to the original �r a oetter
than original condition upon completion of this project.
When wire fencing, either wire mesh or bar'oed wire is to be
crossed, the Contractor shall set cro5s braced posts on
either side of nermanent easement before the fence is cut.
Should additional fence cuts be necessary, the Contractor
shall provide cross braced posts at point of the oroposed
cut in addition to the cross braced posts provid�d at the
permanent easements limits, before the fenc� is cut.
Temporary fencing shall be erPcted in place of the f�ncing
removed whenever the wor!c is not in orogress and when thP
site is vacated overnight, and/or at all times to prevent
livestock from entering tne construction area. The cost for
fence removal, temporary closures and replacement shall be
subsidiary to th? various items bid in the oroject
C6-6 (7)
proposal. ThereFore, no separatz payment shall be allowe3
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 darnage or injury, the Owner
may, upon 48 hour written notice under ordinary circumstances,
and without notice wh�n a nuisance or hazardous condition
results, oroceed to repair, rebuild, or otherwise restore such
prooerty 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 a�d agreed
by the oarties h�r�to that Contractor sha11 perform all work
and services hereunder as an independent contractor, and not
as an officer, agent, servant or emoloyee of the Owner.
Contractor shall havP exclusiv� control of and the exclusive
right to control the details of all the work and services
performed h�reunder, and a11 person� performing same, and
shall be solely responsible for the acts and omissions of its
officers, agents, servants, employees, contractors,
subcontractors, licens�es and invitees. The doctrine of
respondeat superior snall not apply as between Owner and
Contractor, its officers, agents, employees, contractors and
su'Qcontractors, and nothing her�in shall bP construed as
creating a partnershio or joint enterprise between Owner and
Contractor.
C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS:
Contract�r covenants and agrees to, and does nereby indemnify,
hold har��less and defend Owner, its oFficers, agents,
servants, and employees from and against any an a11 claims or
suits for property damag� or loss and/or personal injury,
including death, to any and all persons, of whatsoever kind or
c.haract�r, whether real or asserted, �risiag out of or in
connection with, directly or indirectly, the wor� and services
to 'oe oerformed hereunder by Contractor, its officers, agents,
employees, contractors, subcontractors, licensees or invitees,
whet'ner or not caused, in whole or in part, by alleged
negligence on the part of officers, agents, servants,
employees, contractors, subcontractors, licensees and invitees
of the Own�r; and said Contractor does nere'ny covenant and
agree to assume all liability and responsibility of Owner, its
officers agents, servants and employ�es ior property damage or
1oss, and/or per�onal injuri�s, includi�g death, to any and
a11 persons of whatsoever 'cind or charact�r, whzther real or
assarted, arising out of or in coanection with, dir�ctiy or
indirectly, the work and servicPs t� oe perFormed ner�un3er by
Contractor, its oFficers, agents employe-�s, contractors,
su4contractors, licensees and invitees, whether or not cassed,
C6-6 (8)
in whole or in part, by alleged negligence of officers,
agents, servants, empl�yees, 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 prooerty of the Owner during the performance of any
of the terms and conditions oF this Contract, whether arising
out of or in connection with or resulting from, in whole or in
part, any and all alleged acts or omissions of officers,
agents, servants, employees, contractors, subcontractors,
licenses, or invitees �f t�e Owner.
In the event a written claim for damages against the
contractor or its subcontractors remains unsettled at the 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 Wat�r Department 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 s�ttled
and a release has been obtained from the claimant involved.
If the claim concerned remains unsettled as of the expiration
of the a'Qove 3�-day period, the Contractor may be deemed to be
entitled to a semi-final payment for work completed, such
semi-final �ayment 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 recomrnend final payment to a Contractor
against whom such a claim For damag�s is outstanding for a
period of six months following the date of the acceptance of
the work p�rformed unless the Contractor submits 2vidence in
writing satisfactory to the Director that:
1. The claim has been szttled and a releasz has been
obtained from the claimant involved, or
2. Good faith efforts hav� been made to settle such
outstanding claims, ar.d such good f a i tn e f f orts
have failed.
If condition (1) above is met at �ny,time within the six month
period, the Director shall recommend t'nat the final payment to
t'ne Contractor be made, If condition (2) above is met at any
time within the six month period, the Director may recommend
that the final paymznt to the Contractor be made. At the
C6-6 (9)
expiration of the six mont'n 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 met to the satisfaction of the �irector.
The Dirzctor may, if he deems it appropriate, refuse to accept
bids on other Watzr Department Contract work from a Contractor
against whom a claim for damages is outstanding as a result of
work performed under a City contract.
C5-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor
claim compensation 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 s`atement to the Engineer, setting out in detail the
nature of the alleged damage, and on or before the 25t'n 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 statemen� of t'ne details and amount of
such alleged damage and, upon request, shall give the Engineer
access to all booics of account, receipts, voucners, bills of
lading, and other books or papers containing any evidence as
to the amount of such allzged damage. Unless such statements
shall be filed as hereinabove required, the Contractor's claim
for compensation shall be waived, and he shall not be entitled
to payment 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 shall not be moved or interfered with until orders
thereupon have been issued by the Engineer. The right is
reserved to the owners of puolic utilities to enter the
geographical limits of the Contract for the purpose of ma;cing
s'uch changes or repairs to their property t'nat may be
necessary by the performance of this contract.
C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing
sewer lines have to be taken up or removed, the Contractor
shall, at his own expensz and cost, orovide and maintain
temporary outlets and connections for all private or Dublic
drains and sewers. The Contractor shall also take care of all
sewage and 3rainage which will be rec?ived from these drains
and sewars, and for this purnos2 he shall orovide and
maintain, at his own cost and expens�, ad2quate purnping
faciliti?s and tem�orary outlets or div�rsions.
The Contractor, at his own cost and ex�ense, shall construct
such troughs, pioes, or ot'nar structurzs necessary, and be
prepared at all times to dis�ose of drai�age an3 sewage
C6-6 t10)
received from these tzmporary 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
maintained under the Contract, except when specified or
ordered to be abandoned by the Engineer. Al1 water, sewage,
and other waste shall be disposed of in a satisfactory manner
so t'nat 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
Department for so doing.
City w�ter furnished to the Contractor shall be delivered to
the Contractor from a connection on an existing City main.
All piping required beyond the poir�t of 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 will be at the regular established 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: Whenever, in
the opinion of the Engineer, any section or portion of the
work or any structure is in suitable condition, it may be put
into use upon the written order of the Enginee*, 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 provisions of these Contract Documents. Al1 necessary
repairs and removals of any section of the work so put into
use, due to defective materials or workmanship, ?quipment, or
to deficient o�erations on the part of the Contractor, shall
be performed by the Contractor at his own expense,
C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until
written acceptance by the Owner as'provided for in these
Contract Documents, the work shall be under t'ne charge and
care of the Contractor, an3 he shall take every necessary
precaution to prevent injury or damage 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 damaga to any
portion of the w�rk occasioned by any of the hereinabove
causes.
C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by tne 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 sha.11 not operat� as a waiver
of any provision of the Contract Documents. Any waiv?r of any
breach or Contract shall not be held to be a waiver of any
other or subsequent breach.
The Owner reserves tne rignt to correct any error that may be
discovered in any estimate that may have been paid and to
adjust the same to meet the requir`ments of the Contract
Documents.
C6-6.2� PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying
out the provisions of these Contract Documents or in
exercising any power of authority granted thereunder, there
shall �e no liability upon the authorized representa�ives of
the �wner, either personally or otherwise as they are agents
and representatives of the City.
C6-6.21 STATE SALES TAX: On a contract awarded by the City of
Fort Worth, an organization which qualifies for exemption
pursuant the provisions of Article 20.04 (H) of the Texas
Limited Sales, excis?, and Us� Tax Act, tne Contractor may
purchas�, rent or leas� all materials, supplies and equipment
used or consumed in t�e performance of this contract by
issuing to his supplier an ex�motion certiEicate in lieu oF
the tax, said exemption certificate to comply with State
Comptroller's Ruling .007. Any such �x�mption certiEicate
issued by the Contractor in lieu of t�e tax shall bz subject
to an3 shall comply with the provisions oF Stat? Comptroll�r's
Ruling .011, and any oth�r aoolicable �tate Comptroller
rulings pe�taining to th2 Texas rimited Sales, Excise, and 'Jse
Tax Act.
On a contract awar3ed �y a dzveleper for tne construction of a
publicly-owned improvement in a street rig�t-of-:�ay or other
easement which has been dedicated to the public and the City
� of Fort Worth, an organization w�ich qualifies Eor exemption
Ipursuant to the provisions oF Article 20.04 (H) of the Texas
limite3 Sal�s, F.xcis�, and 'Js� Tax Act, ttle Contractar can
���" orooanly be exempt�d in the sa�ne ma�ner .�tat�d a�ove,
C6-b (12)
Limited Sale, Fxcise 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 CONDITIONS
C7-7 PROSECUTION AND PROGRESS
SECTION 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 contract. 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. Subcontracters will be
considered only in the capacity of employees or workmen of the
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 the
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 contract
or his right, title, cr interest therein or any part thereof,
to any person or persons, partnership, company, firm, or
corporation, or does by bankruptcy, voluntary or involuntary,
or by assignment under the insolvency laws of any state,
attempt to dispose of the contract may, at the option of the
Owner be revoked and annulled, unless the Sureties shall
successfully c�mpie}e said contract, and in the event of any
such revocation or annulment, any monies due or to become due
under or by virtue of said contract shall be retained by the
Owner as liquidated damages for the reason that it would be
impracticable and extremely difficult to fix the actual
damages.
C7-7.3 PROSECUTION OF THE WORR: Prior to beginning any
construction operation, the Contractor shall submit to the
Engineer in fiv? or more cooies, if requested by the Engineer,
a progress schedule preferably in chart or diagram form, or a
brief outlining in detail and step by step the manner of
C7-7 (1)
prosecuting the work and ordering mat2rials and equipment
which ne 2xpects to follow in order to complete the project in
the scheduled time. There shall also 4e submitted a table of
estimated amounts to be earned by the Contractor during each
monthly estimate period.
The Contractor shall commence the work to be performed under
this contract within th� time limit stated in these Contract
Documents and shall conduct the work in a continuous manner
and with sufficient equioment, materials, and labor as is
necessary to insure its completion within the time limit.
The sequence request�d of all construction operations shall be
at all times as specified in the Special Contract Documents.
Any deviation from scuh sequencing sha11 be submitted to the
Engineer for his approval. Contractor shall not proceed wit'n
any deviation until he has received written approval from the
Engineer. Such specification or apGroval 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 t'nis Agreement,
and a progress schedule shall not constitute a change in the
contract time.
C7-7.4 LIMITATIONS OF OPERATIONS: The working oQerations
shall at all times oe conductPd by tne Contractor so as to
creat� a minimum amount of inconvenience to tne 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 prooer execution oF the wor'�c, the Engineer may require
the Contractor to finish the section on which onerations are
in progress before the work is commenced on any additional
section or street.
C7-7.5 CHARACTER OF WORKMEN AND E�UIP'�IENT: Local labor snall
be used by the Contractor is avai�abl�. The Contractor may
bring in from outside t'ne Cicy of Fort Wortn his key men and
nis superintendent. All ot:Zar workmen, including equipment
operators, ma1 be import�d only after the local supply is
exhausted. The Contractor �ha11 empl�y only such
superir_tendents, for�nen, and wor'�men who ar� car2Es1,
competent, and fully qualiF_ied to n�rFor�n t:�� duties or tasks
as5igned to them, and the ingineer may demand and secura tne
summary dismissal of any oarson or persons employed 'oy the
Contractor in or about or on t:ze work who, in the oninion of
thz Owner, shall misconduct hims?lf or oA found to b�
incompetent, disrespectful, intem�erat�, 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 p�rson or persons shall not be employed again thereon
without written consent of the Engineer.
Al1 workmen sha11 'nave sufficient skill, ability, and
experience to prooerly perform the work assigned to them and
operate any �quipment necessary to properly carry out the
performance of the assigned duties.
The Contractor shall furnish and maintain on the work all such
equipment as is considered to be necessary for prosecution of
the work in an acceptable manner and at a satis£actory rate of
progress. All equipment, tools, and machinery used for
handling materials and executing any part of the work shall be
subject to the approval �f the Engineer and shall be
maintained in a satisfactory, saf2 and efficient working
condition. Equipment on any portion oF the work shall be such
that no icjury to the work, workmen or adjacent prooerty will
result from its use.
C7-7.6 WORK SCHEDULE: Elapse3 working days shall be computed
starting with the first day of work comoleted as definPd in
C1-1.23 "tiVORKSNG DAY" or ttle date stipulated in the "WORK
ORDER" for beginning work, whichever comes first.
Nothing in these Contract Documents shall be construed as
prohibiting the Contractor from w�r;cing on Saturday, Sunday or
Legal Holidays, providing that the to].lowing requirements are
met:
a. A request to work on a s�ecific
Legal Holiday must be made to the
than the proceeding Thursday.
Saturday, Sunday or
Engineer no later
b. Any work to 'oe done on the project on such a
specific Saturday, Sunday or Legal Holiday must be,
in the opinion of the Engineer, essential to the
timely completion of the project.
The �agineer's decision shalt be final in res�onsa to such a
request for approval to work on a specific Saturday, Sunday or
Legal 'rioliday, and no extra compensation shall be allowed to
the Contractor For any w�rk perEormed on such a specific
Saturday, Sunday or Legal �oliday. ,
Calendar Days shall be deFined in C1-1.24 and the Contractor
may wor',c as he so desires.
�
C7-7 (3)
C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: Tne Contractor
shall commence the working operations within the time
specified in the Contract Documents and set forth in the Wo�k
Orde.r. Failure to do so shall be considered by the Owner as
abandonment of the Contract by the Contractor and the Owne=
may proceed as he sees fit.
The Contractor shall maintain a rate of progres� such as will
insure t'nat the whole work will be perFormed and the premises
cleaned up in accordance with the Contract Documents and
within the time established in sucn 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 complstion shall be considered
only when the request for such extension is submitt2d 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
wi11 be forwarded to the City Council for approval .
In adjusting the contract time For completion of work,
consider3tion will be given to unForseeable causes �eyond the
control of and without the fault or negligence of the
Contractor, including but limited to acts of the public enemy,
acts of the Owner, fir2, flood, tornadoes, 2pidPmics,
qu�rantin� restrictions, strikes, freight embargoes, or 3elays
of sub-contractors due to such causes.
Wher. the date of completion is �ased on a calendar 3ay bid, a
request for extension of time because of inclement weather
will not 'Qe considered. A request for extension of time due
to inability to obtain supplies and materials will be
c4nsidered only when a r?view of the Contractor's purchas`
order dates and other per�inent data as requested by the
Engineer indicates that the Contractor has made a bonaFide
attempt to secure delivery on schedule. This shall include
eff�rts to obtain tne supplies and materials from alternate
sources in case the first source cannot make delivery.
If satisfactory execution and completion of the contract
should require work and materiats in �reatzr amouats �r
quantities than those set fort�l iz the aporoved Contract
Documents, tnen the contract time may b� incr`ss2d by Change
Order.
C7-7.9 DELAYS: The Contractor shall receive no com�ensation
for delays or izindranc�s to the work, exce�t when direct and
unavoidai�le extra cost to tne Contractor is caused by the
failure of th? City to provid� information or mat�riat, iF
C7-7 (�)
any, which is to be furnished by the City. Whzn sucn extra
compensation is claimed a written statement thereof shall be
presented by the Contractor to the Enginser and if by him
found correct shall be anproved and reFerred by him to the
Council for final aoproval or disapProval; and the action
thereon by the Council shall b� final and binding. If delay
is cause3 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 suc'n extension of time sha11 r�lease t'ne
��ntractor or the surety on his perFormance bond from all his
obligations hereunder which shall remain in full force until
the dischar3� oF the contract.
C7-7.10 TIME OF COMPLETION: The time of completion is an
essential element of the contract. Each bidder 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
to fully complete this contract or the time of completion will
b� specified by the City in the Proposal section of the
contract documents.
The number of days indicated shall be a rzalistic estimate of
the time required to comvlete the work covered by the specific
contract being bid upon. The amount of time so stated by the
successful bidder or the City will becc�me the time oF
completion specified in the Contract Documents.
For each calenda.r day that any work shall rPmai!z uncompleted
after th� tirne specified in the �ontract �ocuments, or the
increased time granted by the Owner, or as atitomatically
i,ncreased by additio:�al wor�c or mat�rials or3�red after th?
contract is signed, the sum per day give;� in the following
schedul?, unless otherwise specified in other parts of the
Contract Docur,lents, will be deducted from monies due the
Contractor, not as a penalty, but as liqui3ated damages
suffered by the Owner.
AMOUN'I' OF CONTRACT
$ 5,001
$ 15,001
$ 25,001
$ 50,001
$ 100,001
Less t'nan $ 5, 000
to $ 15,000
to $ 25,000
to $ 50,�00
t� $ 100,00�
Lo $ 5�0,�00
C7-7 (S)
inclusive $
inclusive $
inclusive $
inclusiv� $
inclusiv� $
inclusive S
35.00
45.00
63.00
105.00
154.00
210.00
$ 500,001 to $1,000,000 inclusiv� $ 315.00
$1,000,001 to $2,000,000 inclusive $ 420.00
$2,000,001 and over a 630.00
The parties hereto understand and agree that any harm to the
City caused by the Contractor's delay in completing the work
hereunder in the timP soecified by the Contract Documents
would be incapable or v�ry difEicult 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 orderzd
by any court, and will not be eatitled 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. Neitner wi11 the Owner b� 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 the right
to suspend the wor'� ooeration wholly �r in part for such
period or periods of time as he may deem necessary due to
unsuitable weather conditions or any other unfavorable
conditions which in the ooinion of the Owner or Engineer cause
further prosecution of the work to be unsatisfactory or
detrimental to the interzst of the project. During tamporary
suspension of work covered 'Qy this contract, For any reason,
the Owner will mak� no extra �ayment for stand-by time of
construction equipment and/or construction crews.
If it should become n�c`ssary to suspend wor� for an
i•ndefinite period, the Contractor shall store a11 materials in
such manner that they will not obstruct or impede the public
unnecessarily nor become damagPd in any way, and he shall tak?
every precaution to pr�vent damage or deterioration of the
work pPrformed; he shall provide suitable 3rainage a'Qout tne
work, and erect te�npo.rary structures wh�re necess3ry.
Should the Contractor not be abl� to complete a portion of the
project due to causes beyond thP �ontrol of and �aitnout the
fault or negligence of the Contractor as s�� Eorth in
Paragrapn C7-7.8 EXTE�SION OF THE 'rIME OE COMPLE'rION, and
should it be determined by mutual cons�at of the Contractor
and the Engineer that a solution to a11ow construction to
proceed i� not available wit�iin a raasona�le oeriod of time,
then the Contractor may be reimbursed for the cost of moving
his squioment off tne job and returning the necessary
equioment to the job w�en it is determinzd by the Engineer
C7-7 (6)
that constrscti�n may bs r.=_sumed. Such reimbursement shall be
oased �n actsal cost to the Contractor of moving the eqsipment
and ao oroFit will be allowed.
vo r�imbursement shall be allowed if_ t:ne �quipment is mov�d to
another construction project for t'r.e City oF Fort �Tor�ti.
The Contractor shall not suspend work wi�hout written notice
Lrom the Engine�r and �hali nroceed with �he work ooerations
�romptly when notified 'oy the Engineer to so resume
operations.
!�7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY:
�Theneve?', '�ecause of Natioaal Einergen�y, so declared 'oy the
President oE the United State5 or other lawful authority, it
oecom`s impossible for the Contractor to o'Qtain al1 O� tne
necAssary labor, materials, �nd Pquipment for the prosecution
oF t�e work with reasona4le con�inuity For a p=riod o� t<ao
mont'ns, t'ne Contractar shall �aithir. seven days notify the City
in writing; giving a detailed statem2nt of_ tne eFEor`s wni.ch
nave be�n mad�� an3 listing all necessary it�ms of la�or,
materials, and equipment not obtainable, If, after
investigations, the Owner finds that such conditior.s exi�ting
and tnat tne inability oE the Contractor to oroceed is not
a�tributa'ole i� whole or in part to tiie Fa��1t �r �iegl�ct of
the Contract, then if_ che Owner cannot after rzasona'�1e �ffort
assist t'ne Contractor in pr�curing and ma;�ing availa'Qle the
nec�saary labor, materials an3 eq�ii�ment within tliirty days,
the Contractor ma�� request the Owner �o �erminat? the cont�act
and tn` �wn�r ma� comply witi7 t�ie req�zest, �nd t��� termination
:�'�all be conditioned an3 oase3 ��oon a Final settlement
mutualiy �ccp�table to bot'n t:�a Owner an3 the � on` rac to.r an:3
final �a�ment s�lall be madz in accoc3aac? wit'n tiie t�rms oF
t,zz agre�d sQt�lement, whicn shatl in�lude, but not Qe limit�3
`o, rhe pa�ment Eor aIl work execuL-ed 'our_ �lo anticipat�3
�roFits on wor�c �ahich has not 'oeea perf�rmeci.
��7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT Or
CONTRACT: T!�e work oo�ra�ions on a11 :�r any por�ion or
sec�_ion of t'ne work under ��ontr�cc s�lall be sus�endecl
immed.iat��ly on writ�en �r3er o� t`�? Enginear �r the Contr�ct
may� b� 3�.clared ca�cPllJd 'oy t:ie City Co�incil Eor a�y good an3
s��fEicien� ^.3sse. The follo�aing, ?�1� way of c�xamnlA, but zo�
o� 1i�nitation, may be consi3�1�.P;� grounds Eor susoPnsion o�
�an�.ellation:
�. Failur? oF t:ne Contractor �o cominencP work
op�rati�ns witnin �he rim� specified in th� �1�r�c
�'?r��r isssed by the Ow�er.
�,7-7 � 7 )
��.
b. Substantial evidence that progress of the work
ooPrations by Contractar is insufficient to
complete the wor�c within the specified time.
c. Failure of the Contractor to �rovide and maintain
sufEicient labor and equipment to �roperly execute
the working operations.
�
e.
Substantial evidence t'nat t'ne Contractor has
abandoned the work.
Substantial evidence that the Contractor has 'oecome
insolvent or bankrupt, or otherwise financially
unable to carry on the work satisfactorily.
f. Failure on the part of the Contractor to observe
any requirements o� the Contract Documents or to
comply witn any orders given 'oy the Engineer or
Owner providPd for in these Contr3ct Documents.
g. Fail��re of the Contractor promptly to make good azy
defect in materials or workmanshio, or any defects
of any nature the correction of whicn has been
directed in writing by the Engin�er or th� Owner.
h. Substantial evidence of
of illegally procuring a
fraud on the City in the
contract,
collusion for the purpose
contract or peroetrating
constructiun o� work under
i. A substantial indication that the Contractor has
made an unauthori2ed assignment of the contract or
any funds due ther�from for the benefit of any
credit�r or for any other purpos�.
J•
k.
If the Contractor shall for a�y cause whatsoever
not carry on the wor;cing operation in aci acceptable
manner.
If the Contractor commences legal acti��n against
ti�e Owner.
A copy of the suspension order cr action o` th� City Council
shall be s?rved on the Contract�r's Sur�ti�.�. Wnen wor't is
suspended for any cause or causes, or w:�en th� contract is
cancPlled, the Contractor sh�ll discontinue the wor� or such
oart tner�of as th2 �wner shall designate, whereuoon the
Surzties may, ar t�eir o�tion, ass�zme the contract or tnat
portion ther�oF wnich the Owner has ordered t'ne Contractor to
discontinue, and may p�rForm t�� 5ame or m_sy, with the �vritten
�7-7 (8 )
consent of the �wner, sublet t'ne work or t�at portion oi the
work as ta�cen over, provided however_, that the Sur2�ies sha11
exercise their option, if at all, within two weeKs after tiie
written n�tice t� discontinue the work has aeen sz.r_ved upon
the Contractor aad uoon the Sureties or tneir authoriz�d
agents. The Sureties, i� such event shall assume the
Contract:�r's place in all respects, and shall be paid by the
Owner for all wor�c p�rFormed by them in accordance with the
ter�ns of the Contract Documents. All moni��s remaining due the
�ontractor at thz time of this default sha11 thereupon 'oecome
due an3 payable to the Suraties as the work progress�s,
subject to all of tne terams of the Contract Docum�nts.
In case the Sureties do not, within the hereinaoov� speciEied
time, exercise their ri3ht and option to assumz t'ne ccn�ract
responsiUilities, or tnat oortion ther`o.E which t�ze Owner has
ordered by the Contractor to discontinue, then t.(12 Owner shall
have the power to complete, by contract or otherwis�, as it
r�ay deter�nine, t:ie work '�erein described or sucn part tli�reof
as it ;nay dzem necessary, and the Contractor her�to agr�es
tnat tne Own�r shall have th� rig'nt to take �o5s2ssion oF an3
use any materials, plants, tools, equipment, suppli?s, and
orooerty oF any kind provided by the Contractor for the
purpose of carrying on the work and to hrocure otner tools,
equipment, materials, labor and prooerty Eor tile comoletion of
the work, and to c'narge t� t11e accoun� of t'r,e �ontractor ��E
said contract expease for labor, mat�rials, to�ls, equipment,
and all expenses incidental therato. The expen5e so charged
shall be deducted by tile �wn�r from s��cn monies as may be due
or may bzcome du� at any time tilerea�`�r to tne Contract�r
under_ and by virtue of_ tne Contracc .�r any 03rF t��reof . T'ae
Owner silali not be r��quir�d to o'o�aiz tne lowes� bi<3 for ti�e
work comnleting the contiract, but tne �xo2nse to be deducted
s�all be t:�e ac:tual cost of the owner o� such wor'�c.
In case sucn sxpenses shall exceed thti amount which wosld 'nav�
'aeen payable und�r the Contracc i� th� sam� nad been comol��ed
by the �ont.ractor, then tr12 �onrr.�ctor and his Sur�ties s�a�t
oay tZe amount oE suc'n exc�s5 to the City on no�i�� Lr��cn th=
Owner oE the excess due. Wnen any particuiar �ac� �E tne wor'�c
is being ca.rried on by th� Ownar 'oy contract �r o�;i�rwis�
under tne provisions of tnis s�c+:ion, t`Ze Contr3ctor shail
continu? t,ie remainder of t�e wcc'�c in conformity wit�i th�
terms o� tile ��ontract Docum?nts and ia sucz a mann�r as to no�
hi*�der or inter�ere with performance oE tile wor'r by t�l� Owner.
C7-7.15 FULFTLLMENT OF CONTRACT: Th� Contra�t wi11 be
consi3ered as 'naving �een fu1fi11ed, �av� as pr���id�d i.l any
bond or �onds or c�y law, jahen atl the wor�c a:.d �ll s�ctions or
oarts c�f the projee'r_ C;0VPrP_r3 �1 c?�P �_on`cact Docu�ent� hav�
i 7-7 ( `� )
been finished
Engineer, and
the Owner.
and completed, the final inspection made by the
th� final acceptance and final payment made by
C7-7.14 TERMINATION FOR CQNVENIENCE OF THE OWNER:
A. NOTICE OF TERMINATION: The performance of the work
under this contract may be terminated by the Owner
in whole, or from time to time in part, in
accordance witn this section, whenever tne Owner
shall determine that such termination is in the
best interest of the Owner. Any such termination
shall be effected 'oy mailing a notice oF
termination to the Contractor specifying the ex�ent
to which performance of wor�c undPr the contract is
terminated, an3 the date uoon whicn such
termination becomes effective, R2ceipt of tne
notic� shall b2 3eemed conclusively presumed and
established when the letter is placzd in the Unit�d
Stat�s �Iail by the Owner. Further, it shall be
deemed conclusively presumed and established that
such termination is made witn just cause as therein
stated; and no oroof in any claim, demand or suit
shall 'oe required of the Owner rzgarding such
discretionary action.
B. CONTRACTOR ACTION: After receipt of a notic� oi
termination, ana except as otherwise directed by
the Enginzer, the Contractor s'nall:
1. Stop work under the cont.ract on the dat2 and
to the extent specified in the notice of
termination;
2, place no further ord�rs or subcontracts £or
materials, services or Facilities except as
may be nec�ssary for completion oF �uch
portion of the work und�r tn? contract as is
not termina�?d;
3. t�r�ninate all or_3ers and subcontr3cts to th?
extent that t�ley �elate to the oerformanc� of
work t�rminat2d by t��e notice oE termin3tion,
�.
firansfer title t�
the mannsr, at t'n�
iE any, dir�c��d by
tne Owner anc� deliv�r in
times, and to t'n� extent,
the ingineer:
� �� � ������������ :� �� -- - —
C7-7 (10)
�. the Eabricata3 or �in`abric:ar�d �art5,
wor:t in process, compl:�t�d work,
sun�li�s and otner mat�rial produc?d as
a part of, or acqui,:�d in connection
with the performance of, the work
t�rminated by the notice of
termination; and
�. the compl?�ed, or partially complet�d
�lans, dra�aing�, inEormation and ot;�:=_r
property which, if the contract had
b�en completed, woul3 �ave "�een
required t� 'oe furnished to the Own?r.
5, complete performance oF suc'n part �F t't12 work
as shall no� liave '�een te.r,ninated by tn�
notice oF ter:ninafi ion; and
6. take such action as :nay be necessary, or as
the c.ngine�r may ��irect, for the grot�ction
and preservation oF th� oroperty relat�d to
its contract w'nich i,� in tne oossession of_
the Contractor and in which the Owner has cr
�nay acquire the rzst.
At a timP not l.ater ttian 30 days •�i ��r t'ae
termination datz speciE.ied in the no�ice oF
termination, the Contr3ctor_ may su'omit to the
Engineer a 1ist, czrtifie3 as t�� q�ian:ity and
gua�ity, of any or a11 items o� t?rmination
invzntory not previously disp�sed of, exclusive of
it�ms th� disposition of_ whic'Z has been di��c�?d or
authorized 'oy the Engine�r. ��ot later t,�an 15 da;�s
thAr�a�c�r, t'ne Own�r snall acc?pt titte to S1C'tl
items pro�rid?rl, t'na� the list su'omitt�d sha11 'o?
subjecr t� vAriEication ay the Engineer uoon
rem��ai oF tn�� it��ns or, iE �'ne items are stor:d,
withi� 45 days �cocn ti1? date of sunmissi��n oE tn�
list, and any nP��ss3ry �dj us �ments to cor rec} �:�:��
1 i s t as s u'nmi ttPd, sha11 bP mad� pr ior t�� E i�zal
settlement.
C. TERMINATION CLAIM: Wi �hin o'U day�s a���c ��orice oE
ter.min��ion, tlie Con".racc�r shalt su�mit nis
termina�i�n ci�im to th� r�gi�eer in t�(lE' �or_m and
wir_h t�1e certiEicati�n ����s.rioe�3 by th� cngine�r.
Unless �ne or morz ext�nsion5 iZ wri:.i.ng �;�
granted by .ha Own�r� u�on reqs`s t o E �n�
Contrac'��r, !nade i�� wriLing within sucn o0-3a•�
pariod oc a�ich���ize3 �xtension th�reof, an1� and ��11
s:icn claims s.ialt be c��c1�1S1'J�ii7 deeme3 w:�i�:T�d.
��7-7 (11)
D. AMOUNTS: Subject to the orovisions of Item
C7-7.16(C), the Contractor and Owner may agree uoon
the whole or any part oF the amount or amounts to
be paid to the Contractor by rzason of the total or
partial tzrmination of work purssant hereto;
provided, that such agreed amount or amounts shall
never excee3 the total contract price as reduced by
the amount of �ayments otherwise ma3e and as
furt�er reduced by t�e contract price of work 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. �othing in C7-7.16(E)
hereaFter, prescribing the amount to be paid to the
Contractor in the event of failure of the
Contractor by reason of the t�rmination of work
pursuant to this section, shall be de2med to limit,
restrict or otnerwise 3etermine or affect the
�mount or amounts which may be agreed upon to be
paid to the Contractor pursuant to this paragraoh.
E. FAILURE TO AGREE: In the event of the failure of
the Contractor and the Owner to agree as provided
in C7-7.16 (D) upon the whole amount to '�e oaid to
the �ontractor by r�ason of th� termination of work
pursuant to this szction the Owner shall determine,
on the basis of information availa'Qle to it, the
amount, if any, due to the Contractor by reason of
the termination and shall pay to the Contractor the
amounts determined. No amount sh�ll be due for
lost or anticinated orofits.
F. DEDUCTIONS: In arriving at tne amount du? the
contractor undzr tzis section, th`r� shall be
deducted (a) all unliquidatzd advance or otner
payments on account th�retofore made to the
Contractor, appli�abl� t� t'ne terminated �ortion of
this contract; (b) any claim which the Owner may
have against the �_ontractor in connection with tai5
contract; and (c) the 3greed price for, or tne
�roceeds of sale of, any materials, suppli�s or
othzr things kept by the Contractor or so1d,
purssant to the provisions of this clausz, an3 not
otherwise r�coverad 'uy or credited to the Owner.
G. ADJUSTMENT: If the termination 'nereunder �e
�artial, orior to the szt�lement of the termin3ted
porti�n oF this contract, the Contractoc ma1 file
with the Engineer a request in writing F�r an
C7-7 (1"2)
equitable adjustment of the price or prices
soecified in tne cantract relating to the continued
portion of the �ontract (the portion not terminated
by the notice oF termination>, such equitable
adjustment as may be �greed upon shall 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 amount 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� rigiits which thz
Owner may have for termination of this contract
under C7-7.14 hereoF entitled "Suspension of
Abandonment of the work and Amendment 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 all
safety precautions and programs in connection with the work at
all times and shall assume all responsibilities for their
enforcement.
The Contractor shall comply with federal, state, and local
laws, ordinances, and re�ulations so as to orotect person and
property from injury, including death, or damage in connection
with the work.
C7-7 (13)
�
PART C - GE�ERAL CONDITIONS
C8-3 MEASUREMENT AND PAYMENT
SECTION C8-8 MEASUREMENT AND PAYMENT
C8-8.1 MEASUREMENT OF QUANTITIES: The determination of
quantities of work performed by the Contractor and authorized
by the Contract Documents acceptably complet2d under the terms
of the Contract Documents shall be made by the Engineer, based
on measurements made by the Engineer. These measurements will
be made according to the United States Standard Measurements
used in common practice, and will be the actual length, area,
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
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 operation.
C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set
forth, the said "Lump Sum" shall re�resent 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 compl�te 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 compensation, as herein provided, in full payment
Eor furnishing all labor, tools, materials, and incidentals
for performi!�g all work contemplated and embraced under these
Contract Documents, for all loss and damage arising out of the
nature of the work or from tne action of the elements, for any
unforeseen defects or obstructions which may arise or be
encountered during the prosecution of the work at any time
C8-8 (1)
�
before its final acceptance by the Owner, (except as provided
in paragranh CS-5.14) for all risks of whatever description
connect�d with the prosecution of the work, for all expense
incurred by or in consequence of suspension or discontinuancQ
of such prosecution of the working operations as herein
soecified, or any and all infringements of patents,
trademar'�s, copyrights, or other legal reservations, and for
completeing the wor'� in an acceptaQle manner according to the
terms of the Contract Documents,
The payment of any current or partial estimate Drior to final
acceptance of the work by the Owner shall in no way constitute
an acknowledgment of the acceptance of the work, materials, or
equipment, nor in any way prejudice or affect t'ne obligations
of the Contractor to repair, correct, renew, or replac2 at his
own and proper expense any deFects or imperfections in th�
construction or in the strength or quality of tne mat2rial
used or equioment or macninery furnished in or about the
construction of the work under contract and its appurt�nances,
or any damage due or attributed to such defects, which
defects, imperfection, or damage shall hav� been discover2d on
or before the final insoection and acceptance of work or
during the one y�ar guaranty period after final acceptance.
The Owner shall be the sole judge of sucn defects,
imperfzctions, or damage, and the Contractor snall be liable
to the Owner for failure to correct t�e same as provided
her2in,
C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and
Sth day of each month the Contracter shall submit to the
Engineer a statement showing an estimate of the valne of the
work done during tne pr�vious month, or estimate p?riod under
the Contract Documents. Not later than the lOth day of the
raonth the Engineer shall verify such estimat?, and if it is
found to be acceotable and the value of work performed since
the last partial oayment was �ade exceeds one hundred dollars
($100.00) i1 amount, 90$ of such Pstimated sum will be paid to
the Contractor if the total contract amount is less than
$400,000, or 95$ of such estimate3 su�n will be paid to the
Contractor if the to�al contract amount is $400,000 or greater
within twenty-fiv� (2S? days aFt�r tne re�ular estimate period.
The City will have the ogtion of greparing estimates on Forms
furnish�d by the City. The partial estimate may include
acceptabl� nonp�=isha�le �nat�rials dzliv�red to t?�e work which
ara t� be incor�orat�d into tne w,or;c as a�er�nanent �art
thereof, but which at the th� time of the estimate iiave not
been ins�all�d. (such payment will be allowed on a basis of
85� oF tne n�t invoice value thereof.) T!�e Contraccor shall
furnish the Eng�n�er such information �s he may r��uest to aid
�_8-8 ( 2 )
him as a guide in the verification or the preparation of
partial estimates.
It is understood that the partial estimate from month to month
will be approximate only, and all oartial monthly estimates
and payment will be subject to correction in the estimate
rendered following the discovery of an erro.r in any nrevious
estimate,and such estimate shall not, in any respect, 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 Documents.
The City reserves the right to withhold the p3yment of any
monthly estimate if the contractor fails to perform the work
strictly in accordance with the specifications or provisions
of this contract.
C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or
estimates may be held in abeyance if the performance of the
construction oDerations is not in accordance with the
requir�ments of the Contract Documents.
C8-8.7 FINAL ACCEPTANCE: Whenev�r the improvements 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 Contractor, the Contractor shall
notify the Engineer in writing that the improvem�nts are ready
for the final inspection. The Engineer shall notify the
appropriate officials of the Owner, will within a rzasona�le
time rnake such f inal inspection, and if the worlc is
satisfactory, in an acceptable condition, and has been
completed in accordance with the terms of the Contract
i�ocuments and all approved modifications theraoF, the Engineer
will initiat� t'ne processing of tne final �stimate and
recommend final acce�tance oE the project and final paymnnt
thereFor as outlined in C8-8.8 below.
C8-8.8 FINAL PAYMENT: Whenev�r all the improvements provided
for by the Contract Documents and all approved modifications
thereof shall have been compl?ted and all requir�ments of the
Contract Documents have been fulfilled on the part of the
Contractor, a final estimate showing the value of the wor;�
will be prepared by the Engineer as soon as the nec�ssary
measurements, computations, and checks can be made,
All prior estimatas upon which payment has been ma3e are
subject to necessary corrections or r�visions in thz �inal
payment.
�'8-8 (3 )
__ �
__ �
The amount of the final estimate, less orevious payments and
any sum tnat hav� bPen deducted or retained under the
provisions of the Contract Documents, will be paid to t'ne
Contractor within 60 days after final accep�ance by the Owner
on a proper resolution of the City Council, provided the
Contractor has furnished to the Owner satisfactory �vidence of
payment as follows: Prior to submission of the final estimate
for payment, the Contractor shall execute an affidavit, as
Purnished by the City, certifying that all persons, firms,
associations, corporations, or other 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 tha� therz 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 r�leas2 the Owner from
all claims or liabilities under the Contract .for anyttling done
or furnished or relating to the work under Contract Documents
or any act or neglect of said City relating to or connected
with the Contract.
The making of the final payment by tne Owner shall not relieve
the Contractor of any guarantees or other requirements of the
Contract Documents which speciEically continue thereaft2r.
C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner
believes it has employed competent Engineers and design�rs to
prepare the Contract Documents and all modifications of the
aoproved Contract Documents. It is, t'nerefore, agreed that
thz Owner shall be responsible for the adequacy of its own
design features, sufficiency of the Contract Documents, the
saF�ty of the structure, and the practicability of the
opsrations of the completed project, provided the Contractor
has complie3 with the requirements of the said Contract
Documents, all aoproved modifications thereof, and additions
and alterations thereto aporoved in writing by the Owner. The
burden of proof o� such comolianc� shall be upon the
Contractor to show that he has complie3 witn the said
requirements of the Contract Documents, approved modifications
t'nereoF, and all aporoved additions and alterations thereto.
C8-8.10 GENERAL GUARANTY: Neither the final certificat� of
payment nor any provision in the Con`ract �ocume:�ts nor
partial or entirz occunancy or use.�f the pre�nis?s by tha
Owner shall constitute an acce�otance of work not done in
accordance witn the Contract Docum?nts or reliev2 tne
Contractor of li�bility in resnect to any express warranties
or r=s�onsi'Qility for faulty materials or work�nanship. The
Contractor snal.l remedy.any 3eF�cts or damag?s in t�e work and
C8-8 (4)
pay for any damage to other wor'� resulting therefrom which
shall appear within a Deriod of one year from the date of
final acceptance of the work unless a longer period is
specified andshall furnish a good and sufficient maintenance
bond in the amount of 100 percent of the amount of the
contract which shall assure the perFormance of the general
guaranty as above outline. The Owner will give notice of
observe3 defects with reasonable promptness,
C8-8.11 SUBSIDIARY WORK: Any and all work specifically
governed by documentary requirements for tne 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 considzred 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, roc� excavation and
cleanup are general itzms of work which fall in the category
of subsidiary work.
C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be
allocated under various bid items in the Proposal to establish
unit prices for miscellaneous placement of material. These
mat�rials shall be used only when directed by the Engineer,
depending on field conditions. Payment for miscellaneous
placement of mat�rial will 'oe made for only that amount of
material used, measured to the nearest one-tenth unit.
Payment for misc�llaneous placement oF inataria� shall be in
accordance with the General Contract Documents regardless of
the actual amount used for the project.
C8-8.13 RECORD DOCUMENTS: Contractor shall keeo on r2cord a
cooy of all spPcifications, plans, addenda, modifications,
shop drawings and samples at the site, in good order and
annotated to sllow all changes made during the construction
process. These shall be delivered to Engineer upon completion
of the work.
C8-8 (S)
PART D - SPECIAL CO�IDITIONS
TABLE OF CONTE�ITS
ITEM
D-1
D-2
D-3
D-4
D-5
D-6
D-7
D-S
D-9
D-10
D-11
D-12
D-13
D-14
D-1�
D-16
D-17
D-18
D-19
D-20
D-21
D-23
D-24
D-2�
D-26
D-27
D-32
��
-��
D-3�
D-3 i
D-38
D-40
D-Y 1
D-�?
D-s3
D-4�
D-4�
TABLE OF CONTENTS
General
Project Destination
Right to Audit
Project Signs
Purging and Sterilization of Water Lines
WaQe Rates
Coordination «�th Fort Worth Water Department
Dewatering
Crossin� and Existin� Utilities
Existina Utilities
Exploratory E�ccavations
Test Holes
Substitutions
Concrete Side���alk and Driveway Replacement
Do Not Use (Type "B" Backfill)
Do Not lise (Type "C" and "D" Bacl:fill)
Crushed Limestone Bacl�fill
?:27 Concrete
Pavement Repair (E2-19)
Pavement Repair in Parkina Area
Trench Safety System
Sanitary Sewer Services
Water Services
Removal, Salvatre, and Abandonment of E:cistina Facilities
Valve BlockinQ
Ductile-Iron and Grav-Iron Fittinas
�linority,�Vl-'omen Business Enterprise Compliance
Valve Cut-Ins
Connection of ExistinU I�Iains
Deholes (ylisc. Ext.)
Easements and Permits
Construction Limitations
Concrete Easement
Connection to Existina Structures
Bid Alternatives
Pressure CleaninR and TestinQ (�1isc. E:ct.)
Site Preparation �
P�RT D- SPECIAL CONDITIONS
TABLE OF CONTENTS
ITEi�1
D-47
D-48
D-49
D-50
D-51
D-�2
D-�3
D-54
D-56
D-≥ 7
D-�8
D-59
D-61
D-62
D-69
D-7?
D-73
D-7�
D-76
D-90
D-91
D-9?
D-9�
D-94
D-95
D-100
D-101
D-102
D-10�
D-10�
D-106
D-108
D-132
D-13 �
D-1�9
TABLE OF CONTE�ITS
Bid Quantities (Misc. Ext.)
Detennination and Initiation of Work (�1isc. Ext.)
Life of Contract (tilisc. E�ct.)
Concrete Riprap
Concrete and Acc�ssories
Temporary Pavement Repair
Interpretation and Preparation of Proposal
Bonds (City Let Projects)
Barricades. Warninas and Fla,men
Turbo Meter With Vault and Bypass Installation
Disposal of SpoiUFill I�laterial
Temporary Erosion, Sediment, and Water Pollution Control
Hvdro i�lulch Seedin� and Soddina
Pavment (�1isc. Est.)
Traftic Control (Util. Cut)
Liquidated Dama�es (UtiL Cut)
Pavin� Repair EdQes (L1til. Cut)
Clean-Up (Util. Cut)
Property Access (Util. Cut)
Workers' Compensation Insurance
OperatinQ and Nlaintenance I�lanuals
State Sales Tax (do not use)
Trench EYcavation, Backfill and Compaction
Statzment of �Iaterials and Other Char�es (DO NOT USE!!!)
Shop Drawin�s
Specifrcation References
Explanation of Bid Items
Cost Breakdown
Samples and Quality Control Testino
Protection of Trees, Plants, and Soil
Partial Estimates and Recainaae
1,Z'ork �ear Pressure P;ane Boundaries
Asphalt Drive���ay Repair (Util. Cuts)
Top Suil (L'til. Cuts)
Crushed Limestone (Fle�c-Base) (Util. Cuts)
PART D - SPECIAL, CONDITIONS
D-1 General:
Subject to modifications as herein contained, the Fort Worth Water Department's General Contract
Documents and Specifications, effecrive July 1, 1978, �rzth the latest revisions are made a part of
the Contract Documents, and the rules, reQulations, requirements, instructions, drawZngs, or details
referred to by manufaciurer's name, number or identification included therein as specifyinQ,
referrin� or implyin� product control, performance, quality, or other shall be bindina upon the
Con�actor. The specifications and drawin4s shall be considered cooperative; therefore, w�ork or
material called for by one and not shown�or mentioned in the other shall be accomplished or
furnished in a faithful manner as thouQh requi_red by all.
The order or precedence in case of conflicts or discrepancies between various parts of the Cortruct
Documents subject to the rulina of the Enaineer shall generally, but not necessarily, follow the
guidelines listed below:
1. Plans
2. Contract Documents
3. General Contract Documents and Specifications
The followin� Special Conditions sha1l be applicable to this project and shall aovern over any
conflicts w-ith the General Contract Documents under the provisions stated above. �
D-2 Project Destination:
Construction under these Special Documents shail be performed under the Fort `�'orth `�"ate:
Depar�nent Project Destinations:
Water Project Number PW77-060770150030
D.O.E. Nurnber 466
D-3 R.i�ht To Audit:
RI�GHT TO ALrDIT: Part C- General Conditions. Section C8-8
�IE aSURE�IENT ?uVD PAY�fENT, Paae C8-8 (�), a�d followin�:
"C8-8.14 RIGHT TO AUDIT:
(a) Contractor aQre�s that the City shall, until the eYpiration of three (3) years afzer final pa`-rnent
under this contract, have access to and the ri�ht to eYamine and photocopy any directiv Fe�tineat
books, documeats, papers and records of the Contractor 'tnvolvina transactions rel�tinQ to this
conQact. Con�actor aQrees that the Cin� shall have access durina norrnal ���or'.�nr hours to �?
nec�ssary Con�actor facilities and shall be provided �de�uate �:d appro�r.ate w�ork s��uce in orCe�
to conduct audirs in compliar.c� wzth the provisions of this section. The Ciri• shall Qive contractor
reasonanle advar.ce notice of intended audits.
D-1
(b) Contractor further a�rees to include in all its subcontracts hereunder a provision to the effec�
that the subcontractor aarees that the City shall, until the eYpiration of three (3) years after final
payment under the subcontract, have access to and the riaht to exaznine and photocopy any duectly
pertinent books, documents, papers and records of such subcontractor, involvina transactions to the
subcontract, and further, that City shall have access durina normal �vorking hours to all
subcon�actor facilitzes, and shall be provided adequate and appropriate work space, in order to
conduct audits in compliance with the provisions of this article. city shall give subcontractor
reasonable advance notice of intended audits.
(c) Contractor and subcontractor aaree to photocopy such documents as mav be requested by the
City. The City a�rees to reimburse the Contractor for the cost of copies as follows:
1. �0 copies and under - 10 cents per paQe
2. Nlore than 50 copies - 85 cents for the first page plus
fifteen cents for each pa�e thereaf[er.
D-� Pro_ject Sians:
Project Sians are required at all locations which will be under construction for more than thirty (30)
calendar days as indicated in Part B Proposal. Project Signs shall be in accordance wzth FiQure 30
(dated 8-?8-89) of the General Contract Documents. The si�ns may be mounted on skids or on
posts. The exact locations and methods of mountina shall be approved by the en�ineer. Any and
all costs for the required materials, labor, and equipment necessarry for the furnishin� of Project
Signs shall be considered as a subsidiary cost of the project and no additional compensation w-ilI be
allo�ved.
D-� Pur�ina and Sterilization of `Vater Lines:
Before beina placed into sen�ice all newly constructed water lines shall be pur�ed and sterilized in
accordance with E2-2� of the General Contract Documents and Specifications except as modifie�
herein. The Ciry will furnish all water for NITIAL cleanin� and sterilization of water lines. All
other materials for construction of the project, includin� appropriately sized "pipe cleanin� pigs"
and chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be
used in su�cient quantities to provide a chlorine residual of fifty (�0) PPI��I. The residual of free
chlorine shall be measured after 2� 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
se�ver not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line mav
not be placed in service until t�vo successive sets of samples, taken 2� hours apart, have met the
established standards of puriry-.
D-?
Pur�ina and sterilization of the �;�ater lines shall be considered as incidental to the project and all
costs incurred �111 be considered to be included in the linear foot bid price of the pipe.
D-6 VVaae Rates:
The Iabor classifications and minimum ��a�e rates set forth herein have been predetermined bv t�le
Cit�� Council of the City of Fort �'orth, Texas, in accordance wittl statutory requirements, ��� beina
the prevailina classifications and rates that shall govern on all work performed by the Contractor or
anv sub-contractor on the site of the project covered b}- these Contract Documents. In no event
shall ]ess than the follo�vin� rates of wa�es be paid. (Attached).
D-7 Coordination with Fort Worth «'ater De�artment:
During the construction of this project, it will be necessary to deactivate, for a period of time,
eristinQ lines. The Contractor shall be required to coordinate with the Water Department to
deternvne the best times for deacti��atin� and activating those lines.
D-8 De�i•atering:
The Contractor shail be responsible for determinina the method of dewaterina operation for the
water or se«a�e flo���s from the existina mains and �round water. The Contractor shall be
responsible for dama,e of any nature resultin` from the de��aterin� operations.
The DISCH.ARGE from any dewaterin� operation shall be conducted as approved by the Enaineer.
Ground ��ater shall not be discharged into sanitan� sewers.
De���aterino shall be considered as incidental to a construction and all costs incurred «ill be
considered to be included in the Iinear foot bid price of the pipe.
D-� CrossinT of E�istin� Udlities:
Where a proposed �•ater line crosses over a sanitary sewer or sanitaxy sewer service line and/or a
proposed sew°er 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 tiRht or be
constructed of ductile iron pipe. The required lenQth of replacement shall be determined by the
Enaineer. The material for sanitary se« er mains and sanitary sewer laterals shall be Cla.ss � 1
Ductile iron Pipe �•ith polyethytene �iTappina as specified in Material Standard E1-6 contained in
the G�neral Contract Documents. The material for sanitary sewer service lines shall be extra
strenath cast iron soil pipe w�ith polyethylene wrappin� as specified in the General Contract
Documents. Adapter fittinas sliall be a urethane or neoprene coupling A.S.T.M. C.-4?5 with series
300 Stainless Steel compression straps.
D-3
Paymeat for work such as backfill, firtinas, tie-ins and a11 other associated appunenants
required, shall be included in the linear foot price of appropriate bid item.
D-10 EsistinQ L�tilities:
The plans show the locations of all lcnown surface and subsurface s�uctures. However,
the Owner assunes no responsibility for failure to show any or all or these s2rucnu-es on
the Plans, or to show them in their eYact location. It is mutually a�eed that such failure
shall not be considered suaicient basis for claims for additional compeasation for extra
work or for incre3sina t�'�e pay quantities in any manner whatsoever.
The Con�ractor sha11 be responsible for verifying the locations of and protectin� all
etistins utilities, se;vice lines, or other property crossed or exposed by his consuuction
operations. Contractor shall make alI necessary provisions for the support,
protection, relocation, and or tempor�� relocation of all utility poles, Qas lines, telepnone
cables, utiliry servic�s, w-ater rnains, sanitary sewer lines, electrical cables, drainaQe
pipes, a.nd all oLher utilities and structures both above and below �ound durina
cor.��uction. The Contractor is liable for all dama�es done to such elistinQ facilities as a
result of nis operations and anv and all cost incurred for the protection and or tenporar✓
relocation of sucn facilities shall be included in the cost bid per linear foot of pipe
installed. �;O ADDITIOl�AL, CO�IPEtiS:�TION WZLL BE ALLOWED.
Where eZistinQ utilities or ser�•ice lines are cut, broken or cama�ed, the Cont�actor shail
replace or repaiz the utilities or servic� lines with the same t��pe of or,Qinal mate��al and
construction, or better, unless otherw-ise shown or noted on the plans, at his own cost and
eYpense. The Con�actor shall irnmediatelv notity the Owner of the da�a�ed utiliry or
service line. He sha11 cooperate with the owners of all urilities to locate e�istin�
under�round facilities and notif'y t�`�e EnQineer at once of any eonfiic�s in �*ades and
ali�meat.
In case it is necessary to chanae or move the property of any ow�ne: of a puntic utility,
such propert� shall not be moved or inte�ered w-ith until ordered to do so bv the
Enaineer. The r��ht is reserved to the owner of public utilities to enter upon the lunits of
the project for the pur,�ose of makina such changes or repairs, of thes propertv that mav
be made necessary by pe�ormance of this contract.
D-11 E�ploratory Ecc�vations:
In adciuon to those areas a.s may be desi�iated on the Draw-inss, it sha11 be Lhe
Contracior s resaonsibility to eYcavate aad locate e:�stin� utilities w�nich mav a�ect
cons�action of the water and/or sewer fac;lities. All eYploratory escavations shall
occur far enouah in advanc� to per_nit any- nec�ssary re'.ocation to be made w-ith
minimum delay. All costs incured by the Contractor in makino exploratory excavations
D-�
s��il be conside;ed to be inc?uded in the unit price bid for cens�uct�� or wate:'sew•er
line er -�e �sociated s�uctures.
D-1? Test Fioies:
T'AZ II12'uz. OT 5U��i:.:i3C� z?C�lorarson to z.sce:'�.9.L� L1e I'i�L11L� Of L�P SO11S. L'7C�LCinv ��
amount o' rock, ii �v, �:-ou�n w�;,ic� Lhis nip�'.i��e i�.s'�.�Ila�on is to be :�la�e is tLe
res�or�siaiii�v of �v anc �1.1 prospec�.�ve bidders, ar.C an�� bidcer on tais project
sh�l s�br�.ic his bid unc.er this conciuon. W�aerher prospec���e biceers pe�or� tnis
subs•�race e�plora�on joi.r.tly or i.ndepenae�tiv, a�nd whether tbev ma.k� such
dete�.�rio�s bv the use of �est holes or o�er ner.�s, shall be lefr to the dis�.re�on
o� such prospec�i�-� bicders. T�e cost of r.�e rock re�oval a.nd othe� associated
a�pureaa.nts, if reauired, s�all be inciuce� in �'�e Iinear foot bid price oi we pipe.
D-13 Subsriturions:
Tnz saeci icat?ons Tor mate^als set out L�e rninimur�. s-wnda.sd o: aua?it�- w�P�ch the Ciry
belie�;-es aecess�:r� to procure a satisfactery prcje�t. _vo substi�stions w�il be pe.-���ed
until the Con�actor ha.s re�eived w-rire:� pe.�uissior. of the En��ne�r to m�� a
su�s�irution for �e �ate:�al whic� has been sre�ine�. ti`he:� �.he te� "or ��uai," or "or
a��ro���� ee•,� " is usee. it is unCe:stooc u'�at if a r,late�al. �rocuct. or oi��� or �����ie�t
�`t'yrlllc L�lt' T'i?..L�lc.' �0 U.5�:^ 1S i'.:.r'_11Sti'��.'� 1L R,il� �t' ��cro�•able, as t��e v.�..i'�?Cli��.'�i �:3Q: �31i?.'.
tiVy$ L.$�... F�i LLlt' :�. j;Cs� �i Z$i3�li$iuTC �$'.3.i:S;�..r'� 01 4L''G��L�� �C���tc l.'1� LQ u1� �IL �. li 2
�7rOG�uci OI ai:�� OL".�. Il"�e 1S rTOpOS�`� i0I' 1L�, ttlz r.�?a?riz�:�� aDpi'0�'21 �.zT�Oi i�l:_.r �z
ebr.`ined bz?ore �� �r000se� substir�te is proc��;re� b�� the ConLactor. `Z�he�e ��e te�
"or eq�1,'� OI' ��or appro��ed equal" 1S IIOI 1:S2� LIl i�1z SNzCif1C�I=0riS, i��'.1S `OZS IIOt
necessaril�� e�clude alte:-aative items or mater�al or equipmeat w=nich �a�� accorzpiisn thz
i��teaae� pur�ose. Howe�,-er, thz Con�actar s�a.11 n��-e the � i> responsaoi?iry oi proti�in�
that tCe pro�esed su�stirution is, in fact e�ual, and the En�ine�;, ��ue reares�at�tive of
t'�e Cir�, sh�ll 'oe �he sole jLd�e or the acce�csbilir� of su�s�i��ror�s. Tue pro��isions oi
t��.is
s�b-sec:ien as r�?a�ed to "Sucstitutiors" sha11 be a��lica�le to all szc�iers o� these
s�eciLcatior.s.
D-1� Concre�e Side��alk and Dri� eR��v Realacemeat:
.�t locs:ions in �e proie�t whe:e �ains zre �e�uire� to be r1�ce� �.:nee: e:�stin� sice���L'tis
anc.%or dr.ve�,��ays, suc� s;ce��aiks anc�'or drive���a�•s s�-��11 ce corLple;e?v r��l�ce� �or thz
iz1l e:cis�a� ��Z�th, ber�•e�� ��s��� cens��csor. or ex��icn jcinu w:� �OOC=
conc:e.e w:th r��-iforc�� s�e�i on a s�c c;is�icn :n ac�or;�^.c� w�-� Ciz� at For C�'or.h
T�uaL�aoc;�P�b1ic a�or�s De��z�c 5�4;;_d�.ru S�,e�incario� for Ce�s�sc�o� Ite�
� 0�: .
�t lecater.s w�her� ��ins a�e re�uire� �o be p1ac�� t:nce; e usin�- ci� �e' �arer, suca
c;ir� a..�d �utte: suall be re�i�c��' to m�tcZ t�Ye �rc oeo�leti-� oi �z r�;�c�-e� c•W � a.^d
D-�
�utter and sha?1 be installed in accordance w7th Ciry of Fort Vvorth Public Vvorlc.s Department
Standard Spe�irication tor Cons�-uction, Item �0?.
Pavment for curtina, backfill, concrete, forminQ materials and all other associated appurtenants
required, shall 'be included in the price bid.
D-1� Do'�ot tise (T}Pe "B" Backfill)
D-16 Do tiot lise (Type "C" and "D" Backnll)
D-17 Crushed Limestone Bacltfiil:
Vvhere specified on the plans or directed bv the En�ineer, crushed limestone sha11 be used for trench
bac'�.�fill on this project. The material shall conform to Transportation and Public Works Standard
Specifications for S�e�t and Storm Drain Construction Division ? Item ?08.? Materials and
Di��ision ? Items ?08. � Material Sources. Trench bacicfill and compaction shall meet the
requirements of E?-? Eaca��ation and Backfill of the General Con�act Documents Specifications.
Payment for crushed limestone bacicfill in place shall be made at the unit price bid in the Proposal
multiplied b�� the quantiri� of material used in accordance v��th E?-?.16 Measurement of Backfill
Materials of the General Contract Documents and Specifications.
D-18 ?:27 Concrete:
Transportation and Public V✓orks Department npical Sections for Pa�•ement and Trench Repair for
Ltiliry Cuts FiQ's 1 through � refer to usina ?:27 Concrete as base repair. Since this call-out
includes the ���ord "concrete', the consistent interpretation of the Transportation Public �� orks
Department is that this ratio specified two (?) sacks of cement per cubic yard of concrete. ��'ith the
exception of the cement content, all other requirements shal] meet or exceed Transportation and
Publzc Works Deparnnent standard specification Item �06 Class D Concrete.
D-19 Pavement Repair (E2-19)
(E?-19): The unit price bid under the appropriate bid item of the proposal shall co��er all cost for
providina pavement repair equal to or superior in composition, thickness, etc., to existina pavement
as detailed in the Public Works Department n�pical sections for Pavement and Trench Repair for
Utility cuts, FiQures 1 throuah �.
All requued pavinQ cuts shall be made w�ith a concrete saw in a true and strai�ht line on both sides
of the trench, a minimum of tt��elve (12) inches outside the trench walls. �The trench shall be
bacl�illed and the top nine (9) inches shall be filled �z2th required materials as shown on pavina
detaiis, compacted and level wzth the fuushed street surface. The finished Urade shall be
maintained in a serviceable condition until the pavin� has be�n replaced. All residents' drive���a� s
shall be accessible at niQht and o��er weekends.
D-6
It has been determined bv the Transportation and Public Works Department that the strip of
e�istin� I�'�1.SC pa�•ement berween the eYistina Rutter and the edQe of the trench pavement repair
wzll not hold up if such strip of existina pavement is two (2) feet or less in �vidth.
Therefore, at the locations in the project where the trench wa1l is three (3) feet or less from the lip of
the etistina gutter, the Contractor shall be required to remove the existina paving to such autter.
The pa��ement repair shall then be made from a muumum distance of rwelve (1?) inches outside the
trench ���all nearest the center of the street to the w.rter line.
The pavement shall be replaced wlthin a maximuri of five (�) working days, providina job
replacer.rent conditions ��711 permit repavina. It pa��ing conditions are not suitable for repa��li�y, in
the opinion of the Ow�ner, the repavinQ shall be done at the earliest possible date.
A pe:mit must be obtained from the Department of Enaineering's Permit Desk bv the Contractor in
conformation �zth Ordinance i�To. 3-�=�9 and/or Ordinance I�o. 79? to malce utilitv cut in the stre�t.
Ciri� Inspectors w-ill inspect the pavina repair after construction of each ��ater and/or sanitar�- se��zr
main replacement.
D-?0 Pavement Repair in Parl:inQ Area:
The unit price bid under appropriate BID ITEIv1(S) of the Proposal shall cover all cost for providina
pavement repair equal to or superior in composition, thici;ness, ete., to existinR pavem�nt. All
required cuts shall be made u�ith a concrete sati�� in a true and strai�ht line on both sides of the
trench, a minimum of tu�elve (1?) inches outside the trench ���alls. The trench shall be backfilled
and the top nine (9) inches shall be filled with crushed limestone base material, compacted and
level w7th the finished adjacent surface. The finished �-rade shall be maintained in a ser� i,:ea��le
condition until the pavin� has be�n replaced.
D-21 Trench Safetv Sti•stem:
1.. GENER�.L: This specitication covers the trench safety requirements for all �rench e�cavations
in arder to protect workers from cave-ins. The requirements of this item govern all trenches for
mains. manholes, vaults, sen ice lines, and all other appurtenances.
?. STA,'��D:�DS: The latest version of the U.S. Depaitment of Labor, Occupational Saietr• and
Health 4dminist�ation Standards, ?9 CFR Part 19?6, Subpart P-Excavations, are hereby made a
part of this specification and sha11 be t�he minimum aoverning requirements for trench safety.
D-7
�. DEFINZTIO?�TS:
.�. TRE'.vCHES: A trench is referred to as a narrow excavation made below the surface of the
sround in which the depth is greater than the wzdth, where the v�7dth measured at the bottom is not
�reater the fifteen (l�) feet. If forms or other su�uctures are installed or constructed in an exca��ation
so as to reduce the dimension mea.sured from the forms or s�-ucture to the side of the esca`�ation to
Tifteen (l�) fe�c or less at the bottom of the e�cavation, the excavation is also consi�ered to be a
trench.
B. BENCHI'_�iG SYSTEM: Benchinc means exca��atin� to form sides of a trench to forn one or a
series of horizontal levels or steps, usually wlth vertical or near-vertical surfaces betu�een levels.
C. SLOPItiG SYSTEM: Slopina means e�cavating to form sides of a trench that are inclined
away from the e�ca� ation.
D. SHIELD SYSTEM: Shields used in trenches are aenerally referred to as "trench boxes" or
"�ench shields." Shields means a structure that is able to w�thstand the forces imposed on it by a
cave-in and protect workers ��ithin the structure. Shields can be permanent structures or can be
desi�ned to be portable and move alona as the w�ork proac�esses. Shields can be either
premanufactured or job-built in accordance �izth OSHA standards.
E. SHORNG SYSTEv1: Shorina means a sm.icture such as a metal hydraulic, mechanical or
timber system that supports the sides of a trench and �-hich is desi�ned to prevent cave-ins.
Shorins systems are �enerally comprised of crossbraces, �ertical rails (upriahts), horizontal rails
(w•ales) and/or sheetin�.
4. MEASLR�'iv�i�T: Trench depth is the venical measurement from the top of the e�istina
Qround to the bottom of the pipe or st�uctures. The quantitv of trench safety systems shall be based
on the linear foot amount of trench depth Qreater than five (�} feet.
�. PAYIvfE�T: Separate pa}�ment «ill be made only «�hen trench e�cavations exceeds a depth of
five (�) feet and shall be full compensation for safet�• system desian, labor, tools, materials.
equipment and incidentals necess�� for the instailation and removal of trench safen- systems.
D-8